In terms of Rules 48 of Public Procurement Rules, 2004 Grievance Redressal Committee (GRC) is notified for the subject procurement and notification copy is available on the procuring agency’s website and on Authority’s website at (www.ppra.org.pk).
SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer
Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
+92-321-667-8800
umer.javaid@sbp.org.pk
The following specific data for the procurement of Goods to be procured shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITB). Whenever there is a conflict, the provisions herein shall prevail over those in ITB.
|
BDS Clause Number |
ITB Number |
Amendments of, and Supplements to, Clauses in the Instruction to Bidders |
A. Introduction |
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|
1 |
1.1 |
Name of Procuring Agency: SBP BSC Multan (SBP Banking Services Corporation (BSC)) The subject of procurement is: Structural Strengthening of Annexe Building of SBP BSC Multan Expected commencement date: Wednesday, February 17, 2027 |
|
2. |
2.1 |
Financial year for the operations of the Procuring Agency: 2026-27 Name and identification number of the Contract: P113536 |
| 3. | 3.1 | JV/Consortium or Association Allowed: No Number of JV/Consortium Members: Nil |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Saturday, November 7, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on SBP BSC Multan (SBP Banking Services Corporation (BSC)) website and on EPADS v2.0. |
C. Preparation of Bids |
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| 6. |
8.1 |
List of documents required along with the bid: No |
| 7. | 9.1 |
The qualification criteria to establish the supply / production capability of the bidder. see Eligibility Criteria |
| 8. | 11.2 |
|
| 9. | 11.1 | Price schedule will be provided according to the format defined and acquired. see section price schedule. |
| 10. | 11.4 |
Specifications: see section of specifications. |
|
11. |
11.5 & 13.5 |
The price shall be Fixed. |
| 12. |
14.1 |
Currency of the Bids shall be : PKR |
| 13. |
16.1 |
The Bids/Bid Validity period shall be: 180 Days |
| 14. |
17.1 |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Banker's Cheque, Demand Draft |
| 16. | 15.1 |
Alternative Bids to the requirements of the bidding documents will not be permitted. |
D. Submission of Bids |
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|
17. |
18.1 & 21.1 |
Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following; Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province). Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Tuesday, November 10, 2026 03:00 PM |
E. Opening and Evaluation of Bids |
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|
18. |
24.1 |
The Bids opening shall take place on EPADS v2.0. Day : Tuesday Date: November 10, 2026 Time : 03:30 PM |
|
19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
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|
20. |
41.1 & 41.2 |
The Performance guarantee shall: 10.00%. The Performance Guarantee shall be acceptable in the form of: Pay Order, Banker's Cheque, Bank Guarantee, Demand Draft |
| 21. | 45.1 |
Arbitrator shall be appointed by mutual consent of the both parties. |
G. Review of Procurement Decisions |
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|
22. |
37 |
Grievance against this procurement shall be submitted online on EPADS v2.0. |
Eligible Bidders: Individual / Individual Consultant, Sole Proprietorship, Partnership Firm, Company (Private Limited), Company (Public Limited), Company (Holding Company), Company (Limited by Guarantee), State Owned Enterprise (Private Limited), State Owned Enterprise (Public Limited)
| Required Registration |
|---|
| FBR (NTN) Punjab (PRA) PEC |
| Eligibility Criteria | Document |
|---|---|
| PEC Valid Registration: The bidder should have valid registration with Pakistan Engineering Council at least in Category of C-4 or above with specialization in CE-10. | Yes |
| Undertaking/Letter of Bid (As per Format attached): The bidder is required to submit an undertaking/letter of bid as per format attached. | Yes |
| Revenue Authority Registration: The Bidder should be registered with Punjab Revenue Authority (PRA). | Yes |
| Experience: The bidder has completed/ awarded/ in-hand at least 02 projects pertaining to retrofitting of buildings each of min. cost Rs. 50 M, during last seven (07) years. (Copies of work orders/ completion certificates/ contract agreements or equivalent documents). | Yes |
| Annual Sales or Turnover of at least Rs.50 M in any of the last five years. Attach Copy(s) of Audited Financial Statements or Income Tax return filed in FBR. OR Bank Credit Line facility amounting to Rs.30 M or above during last one year or Liquid Assets of equivalent amount. OR Financial Capability of Rs.10 M or above.(Submit Bank statement as evidence showing required balance at any one instance in the statement of last three months before date of publication of tender notice) | Yes |
| The contractor should have experienced Project Manager/ Senior Site Engineer (Civil/ Structural Engineer with 10+ years experience) (Bidder must submit CV) | Yes |
Least Cost Based Selection (LCBS)
Weightage
| Technical Evaluation % |
|---|
| 100 |
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 100 | |
| Technical Evaluation Criteria | ||
| Experience: The bidder has completed/ awarded/ in-hand at least 02 projects pertaining to retrofitting of buildings each of min. cost Rs. 50 M, during last seven (07) years. (Copies of work orders/ completion certificates/ contract agreements or equivalent documents). (Quantitative) | 20 | |
| Annual Sales or Turnover of at least Rs.50 M in any of the last five years. Attach Copy(s) of Audited Financial Statements or Income Tax return filed in FBR. OR Bank Credit Line facility amounting to Rs.30 M or above during last one year or Liquid Assets of equivalent amount. OR Financial Capability of Rs.10 M or above.(Submit Bank statement as evidence showing required balance at any one instance in the statement of last three months before date of publication of tender notice) (Quantitative) | 20 | |
| The contractor should have experienced Project Manager/ Senior Site Engineer (Civil/ Structural Engineer with 10+ years experience) (Bidder must submit CV) (Quantitative) | 15 | |
| PEC Valid Registration: The bidder should have valid registration with Pakistan Engineering Council at least in Category of C-4 or above with specialization in CE-10. (Quantitative) | 15 | |
| Undertaking/Letter of Bid (As per Format attached): The bidder is required to submit an undertaking/letter of bid as per format attached. (Quantitative) | 15 | |
| Revenue Authority Registration: The Bidder should be registered with Punjab Revenue Authority (PRA). (Quantitative) | 15 | |
Lot Title : STRUCTURAL STRENGTHENING OF ANNEXE BUILDING
Bid Security : 1500000 PKR
| Job | Delivery Schedule | Quantity |
|---|---|---|
| Excavation at basement floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 4620/cft
|
4620/cft |
| Refilling of excavated area |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 4620/cft
|
4620/cft |
| Chipping and roughening of existing RC column - Basement Floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 893/sqft
|
893/sqft |
| Application of preparation coat - Basement Floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 893/sqft
|
893/sqft |
| Drilling of holes - Basement Floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 211/Qty
|
211/Qty |
| Drilling of holes for U bars and L-bar ties at Basement Floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 2619/Qty
|
2619/Qty |
| Providing and placing Self-Compacting Concrete at Basement Floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 407/cft
|
407/cft |
| Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing at B Floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 60/cft
|
60/cft |
| Reinforcement for RC Column jacketing, Main reinforcement (12-#6) |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 1530/Kg
|
1530/Kg |
| Reinforcement for Main Outer Rings Stirrup reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540
Quantity: 537/Kg
|
537/Kg |
| Reinforcement for Secondary U/ L-bars reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 263/Kg
|
263/Kg |
| Providing and applying Sika AnchorFix or other approved equivalent chemical anchoring, For #6 main rebars |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 13591/ml
|
13591/ml |
| Chemical anchoring for For #3 secondary U and L-Bars rebars |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 65830/ml
|
65830/ml |
| Chipping and roughening of existing RC column at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 502/sqft
|
502/sqft |
| Application of preparatory coat at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 502/sqft
|
502/sqft |
| Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 5-inch embedment depth, at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 106/Qty
|
106/Qty |
| Drilling of holes for U / L-bars ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 1605/Qty
|
1605/Qty |
| Providing and placing Self-Compacting Concrete |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 239/cft
|
239/cft |
| Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 28/cft
|
28/cft |
| Reinforcement for Main reinforcement (12-#6) at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 891/Kg
|
891/Kg |
| Reinforcement for Main Outer Rings Stirrup reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 329/Kg
|
329/Kg |
| Reinforcement for Secondary U bars reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 153/Kg
|
153/Kg |
| Providing and applying Sika AnchorFix or other approved equivalent chemical anchoring, For #6 main rebars at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 6795/ml
|
6795/ml |
| Anchoring chemical for For #3 secondary U rebars at G floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 40347/ml
|
40347/ml |
| Chipping and roughening of existing RC column at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 198/sqft
|
198/sqft |
| Application of preparatory coat - at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 198/sqft
|
198/sqft |
| Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 5-inch embedment depth at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 53/Qty
|
53/Qty |
| Drilling of holes for U bars ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 634/Qty
|
634/Qty |
| Providing and placing Self-Compacting Concrete at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 91/cft
|
91/cft |
| Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing, at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 14/cft
|
14/cft |
| Reinforcement for Main reinforcement (12-#6) at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 374/Kg
|
374/Kg |
| Reinforcement for Main Outer Rings Stirrup reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 130/Kg
|
130/Kg |
| Reinforcement for Secondary U bars reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 61/Kg
|
61/Kg |
| Providing and applying Sika AnchorFix or other approved equivalent chemical anchoring, For #6 main rebars at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 3398/ml
|
3398/ml |
| Providing and applying Sika AnchorFix or other approved equivalent chemical anchoring, For #3 seciodary U rebars at 1st floor |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 15927/ml
|
15927/ml |
| Chipping and roughening of existing RC column at 2nd floor (RF) |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 158/sqft
|
158/sqft |
| Application of preparatory coat - at 2ndF |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 158/sqft
|
158/sqft |
| Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 5-inch embedment depth at 2ndF |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 53/Qty
|
53/Qty |
| Drilling of holes for U bars ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 507/Qty
|
507/Qty |
| Providing and placing Self-Compacting Concrete at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 70/cft
|
70/cft |
| Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 14/cft
|
14/cft |
| Reinforcement for Main reinforcement (12-#6) at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 320/Kg
|
320/Kg |
| Reinforcement for Main Outer Rings Stirrup reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 104/Kg
|
104/Kg |
| Reinforcement for Secondary U bars reinforcement (#3 @ 5 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 48/Kg
|
48/Kg |
| Providing and applying Sika AnchorFix or other approved equivalent chemical anchoring, For #6 main rebars at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 3398/ml
|
3398/ml |
| Providing and applying Sika AnchorFix or other approved equivalent chemical anchoring,, For #3 secondary U/ L-bars rebars at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 12741/ml
|
12741/ml |
| Repair and strengthening of RC columns using CFRP wrapping with SikaWrap®-230 C (50 cm width)or other approved equivalent at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 176/ft
|
176/ft |
| Repair and strengthening of RC columns using CFRP wrapping with SikaWrap 230 C (50 cm width) or other approved equivalent at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 474/ft
|
474/ft |
| Flexural strengthening of RC columns using Sika® CarboDur® S812 (typ.) or other approved equivalent at 2F |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 2112/ft
|
2112/ft |
| Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-230 C (50 cm width) or other approved equivalent, Beam size 8 x 24 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 52/ft
|
52/ft |
| Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-600 C (50 cm width) or other approved equivalent, beam size 12x24 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 106/ft
|
106/ft |
| Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-600 C (50 cm width) or other approved equivalent, beam size 8x30 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 41/ft
|
41/ft |
| Flexural strengthening of RC beams using Sika CarboDur S812 (typ.) or other approved equivalent, beam size 8x24 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 286/ft
|
286/ft |
| Flexural strengthening of RC beams using Sika CarboDur S812 (typ.) or other approved equivalent, beam size 12x24 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 1741/ft
|
1741/ft |
| Flexural strengthening of RC beams using Sika CarboDur S812 (typ.) or other approved equivalent, beam size 18x48 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 1452/ft
|
1452/ft |
| Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-600 C (50 cm width) or other approved equivalent, beam size 12 x24 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 211/ft
|
211/ft |
| Flexural strengthening of RC beams using Sika CarboDur S812 (typ.) or other approved equivalent, beam size 12x24 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 627/ft
|
627/ft |
| Surface preparation after CFRP strengethening |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 31166/sqft
|
31166/sqft |
| Providing, mixing and applying, 1/2 |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 31166/sqft
|
31166/sqft |
| Providing & applying 03 coats of best quality plastic emulsion paint |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 31166/sqft
|
31166/sqft |
| Repair of Cracks (Type-1) |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/sqft
|
500/sqft |
| Repair of Cracks (Type-2) |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/sqft
|
500/sqft |
| Repair of Cracks (Type-3) |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/sqft
|
500/sqft |
| Complete removal/dismantling of existing any type of waterproofing |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 12000/sqft
|
12000/sqft |
| Leveling/repairing of slab surface |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 12000/sqft
|
12000/sqft |
| Making of PCC edge fillet |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/ft
|
500/ft |
| Providing and laying of 4 mm thick modified bitumen waterproofing membrane sheet |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 12000/sqft
|
12000/sqft |
| Providing, mixing, laying, vibrating and curing of Plain Cement Concrete in floor not leaner than 1:3:6 of about maximum 4” thickness |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 3960/cft
|
3960/cft |
| Arranging and installing temporary barricade to act as boundary wal |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/sqft
|
500/sqft |
| Careful removal and refixing of HVAC ducts |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/ft
|
500/ft |
| Careful removal and refixing of Fire alarm pipes and installation/ alarm points |
Address: Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
Schedule: 540 Days
Quantity: 500/ft
|
500/ft |
No
Lot Title: STRUCTURAL STRENGTHENING OF ANNEXE BUILDING
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | Qty | Rate | Amount | |
|---|---|---|---|---|---|---|---|
| 1 | 1 | Excavation and Refilling | |||||
| 2 | 1a | Excavation at basement floor locations for RC column jacketing, including breaking of existing floor concrete, removal of sub-base material, excavation up to foundation level, disposal of excavated material outside of the Bank premises, and preparation for foundation drilling, complete. | Cu. ft. | 4620 | 121 | (Rupees One Hundred Twenty One Only) | 559020 |
| 3 | 1b | Refilling of excavated area, compaction of sub-base, and reinstatement of basement floor including concrete screed and floor finishes to original level and condition after completion of column jacketing works, complete. | Cu. ft. | 4620 | 121 | (Rupees One Hundred Twenty One Only) | 559020 |
| 4 | 2 | Reinforced Concrete Jacketting of columns | |||||
| 5 | 2a. Concrete Jacketing of Columns Below Ground Floor (GF) | ||||||
| 6 | 2a(i) | Chipping and roughening of existing RC column surface to remove plaster, existing finishes and deleterious/ weak concrete and expose sound concrete, including cleaning of surface and preparation to receive RC jacketing, complete as directed by the Engineer. | Sq. ft. | 893 | 308 | (Rupees Three Hundred & Eight Only) | 275044 |
| 7 | 2a(ii) | Application of 1 coats of Sika Armatec-110 @03 kg/Sqm or other approved equivalent on surface of the column | Sq. ft. | 893 | 810 | (Rupees Eight Hundred & Ninety Three Only) | 723330 |
| 8 | 2a(iii) | Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 6-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 211 | 253 | (Rupees Two Hundred & Fifty Three Only) | 53383 |
| 9 | 2a(iv) | Drilling of holes for U bars and L-bar ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 2619 | 220 | (Rupees Two Hundred & Twenty Only) | 576180 |
| 10 | 2a(v)-i | Providing and placing Self-Compacting Concrete using Ordinary Portland Cement (OPC), small sized aggregate and approved Admixture for RC column jacketing, 5 inches thick, including mixing, placing, compaction, finishing, and curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 407 | 589 | (Rupees Five Hundred & Eighty Nine Only) | 239723 |
| 11 | 2a(v)-ii | Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing, including surface preparation, mixing, placing, finishing, curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 60 | 9660 | (Rupees Nine Thousand Six Hundred & Sixty Only) | 579600 |
| 12 | 2a(vi) | Supply, fabrication, and fixing of reinforcement for RC column jacketing, including main vertical bars and lateral ties as per approved drawings and specifications, complete. | |||||
| 13 | (a). Main reinforcement (12-#6) | kg | 1530 | 450 | (Rupees Four Hundred & Fifty Only) | 688500 | |
| 14 | (b). Main Outer Rings Stirrup reinforcement (#3 @ 5") | kg | 537 | 450 | (Rupees Four Hundred & Fifty Only) | 241650 | |
| 15 | (c). Secondary U/ L-bars reinforcement (#3 @ 5") | kg | 263 | 450 | (Rupees Four Hundred & Fifty Only) | 118350 | |
| 16 | 2a(vii) | Providing and applying Sika AnchorFix®-2 or other approved equivalent chemical anchoring for reinforcement bars, including cleaning of drilled holes, injection of adhesive, fixing of bars, and all materials and workmanship complete as per manufacturer’s specifications. | |||||
| 17 | (a). For #6 main rebars | mls | 13591 | 40 | (Rupees Forty Only) | 543640 | |
| 18 | (b). For #3 secondary U and L-Bars rebars | mls | 65830 | 40 | (Rupees Forty Only) | 2633200 | |
| 19 | 2b. Jackets Below First Floor (1F) | ||||||
| 20 | 2b(i) | Chipping and roughening of existing RC column surface to remove plaster/weak concrete and expose sound concrete, including cleaning of surface and preparation to receive RC jacketing, complete as directed by the Engineer. | Sq. ft. | 502 | 308 | (Rupees Three Hundred & Eight Only) | 154616 |
| 21 | 2b(ii) | Application of 1 coats of Sika Armatec 110 @03 kg/Sqm or other approved equivalent on surface of the column | Sq. ft. | 502 | 578 | (Rupees Five Hundred & Seventy Eight Only) | 290156 |
| 22 | 2b(iii) | Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 106 | 253 | (Rupees Two Hundred & Fifty Three Only) | 26818 |
| 23 | 2b(iv) | Drilling of holes for U / L-bars ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 1605 | 220 | (Rupees Two Hundred & Twenty Only) | 353100 |
| 24 | 2b(v)-i | Providing and placing Self-Compacting Concrete using Ordinary Portland Cement (OPC), small sized aggregate and approved Admixture for RC column jacketing, 5 inches thick, including mixing, placing, compaction, finishing, and curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 239 | 589 | (Rupees Five Hundred & Eighty Nine Only) | 140771 |
| 25 | 2b(v)-ii | Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing, including surface preparation, mixing, placing, finishing, curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 28 | 9660 | (Rupees Nine Thousand Six Hundred & Sixty Only) | 270480 |
| 26 | 2b(vi) | Supply, fabrication, and fixing of reinforcement for RC column jacketing, including main vertical bars and lateral ties as per approved drawings and specifications, complete. | |||||
| 27 | (a). Main reinforcement (12-#6) | kg | 891 | 450 | (Rupees Four Hundred & Fifty Only) | 400950 | |
| 28 | (b). Main Outer Rings Stirrup reinforcement (#3 @ 5") | kg | 329 | 450 | (Rupees Four Hundred & Fifty Only) | 148050 | |
| 29 | (c). Secondary U bars reinforcement (#3 @ 5") | kg | 153 | 450 | (Rupees Four Hundred & Fifty Only) | 68850 | |
| 30 | 2b(vii) | Providing and applying Sika AnchorFix®-2 or other approved equivalent chemical anchoring for reinforcement bars, including cleaning of drilled holes, injection of adhesive, fixing of bars, and all materials and workmanship complete as per manufacturer’s specifications. | |||||
| 31 | (a). For #6 main rebars | mls | 6795 | 40 | (Rupees Forty Only) | 271800 | |
| 32 | (b). For #3 secondary U rebars | mls | 40347 | 40 | (Rupees Forty Only) | 1613880 | |
| 33 | 2c. Jackets Below Second Floor (2F) | ||||||
| 34 | 2c(i) | Chipping and roughening of existing RC column surface to remove plaster/weak concrete and expose sound concrete, including cleaning of surface and preparation to receive RC jacketing, complete as directed by the Engineer. | Sq. ft. | 198 | 308 | (Rupees Three Hundred & Eight Only) | 60984 |
| 35 | 2c(ii) | Application of 1 coats of Sika Armatec 110 @03 kg/Sqm or other approved equivalent on surface of the column | Sq. ft. | 198 | 578 | (Rupees Five Hundred & Seventy Eight Only) | 114444 |
| 36 | 2c(iii) | Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 53 | 253 | (Rupees Two Hundred & Fifty Three Only) | 13409 |
| 37 | 2c(iv) | Drilling of holes for U bars ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 634 | 220 | (Rupees Two Hundred & Twenty Only) | 139480 |
| 38 | 2c(v)-i | Providing and placing Self-Compacting Concrete using Ordinary Portland Cement (OPC), small sized aggregate and approved Admixture for RC column jacketing, 5 inches thick, including mixing, placing, compaction, finishing, and curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 91 | 589 | (Rupees Five Hundred & Eighty Nine Only) | 53599 |
| 39 | 2c(v)-ii | Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing, including surface preparation, mixing, placing, finishing, curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 14 | 9660 | (Rupees Nine Thousand Six Hundred & Sixty Only) | 135240 |
| 40 | 2c(vi) | Supply, fabrication, and fixing of reinforcement for RC column jacketing, including main vertical bars and lateral ties as per approved drawings and specifications, complete. | |||||
| 41 | (a). Main reinforcement (12-#6) | kg | 374 | 450 | (Rupees Four Hundred & Fifty Only) | 168300 | |
| 42 | (b). Main Outer Rings Stirrup reinforcement (#3 @ 5") | kg | 130 | 450 | (Rupees Four Hundred & Fifty Only) | 58500 | |
| 43 | (c). Secondary U bars reinforcement (#3 @ 5") | kg | 61 | 450 | (Rupees Four Hundred & Fifty Only) | 27450 | |
| 44 | 2c(vii) | Providing and applying Sika AnchorFix®-2 or other approved equivalent chemical anchoring for reinforcement bars, including cleaning of drilled holes, injection of adhesive, fixing of bars, and all materials and workmanship complete as per manufacturer’s specifications. | |||||
| 45 | (a). For #6 main rebars | mls | 3398 | 40 | (Rupees Forty Only) | 135920 | |
| 46 | (b). For #3 secindary U rebars | mls | 15927 | 40 | (Rupees Forty Only) | 637080 | |
| 47 | 2d. Jackets Below Roof Floor (RF) | ||||||
| 48 | 2d(i) | Chipping and roughening of existing RC column surface to remove plaster/weak concrete and expose sound concrete, including cleaning of surface and preparation to receive RC jacketing, complete as directed by the Engineer. | Sq. ft. | 158 | 308 | (Rupees Three Hundred & Eight Only) | 48664 |
| 49 | 2d(ii) | Application of 1 coats of Sika Armatec 110 @03 kg/Sqm or other approved equivalent on surface of the column | Sq. ft. | 158 | 578 | (Rupees Five Hundred & Seventy Eight Only) | 91324 |
| 50 | 2d(iii) | Drilling of holes for main reinforcement bars (#6) in existing RC slab and foundation, each with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 53 | 253 | (Rupees Two Hundred & Fifty Three Only) | 13409 |
| 51 | 2d(iv) | Drilling of holes for U bars ties reinforcement bars (#3) in existing RC columns with 5-inch embedment depth, including cleaning of holes and preparation for chemical anchoring, complete as directed by the Engineer. | Nos. | 507 | 220 | (Rupees Two Hundred & Twenty Only) | 111540 |
| 52 | 2d(v)-i | Providing and placing Self-Compacting Concrete using Ordinary Portland Cement (OPC), small sized aggregate and approved Admixture for RC column jacketing, 5 inches thick, including mixing, placing, compaction, finishing, and curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 70 | 589 | (Rupees Five Hundred & Eighty Nine Only) | 41230 |
| 53 | 2d(v)-ii | Providing and applying Sika Monotop or other approved equivalent for top 2’-0” height of RC column jacketing, including surface preparation, mixing, placing, finishing, curing, complete as per manufacturer’s specifications and Engineer’s approval. | Cu. ft. | 14 | 9660 | (Rupees Nine Thousand Six Hundred & Sixty Only) | 135240 |
| 54 | 2d(vi) | Supply, fabrication, and fixing of reinforcement for RC column jacketing, including main vertical bars and lateral ties as per approved drawings and specifications, complete. | |||||
| 55 | (a). Main reinforcement (12-#6) | kg | 320 | 450 | (Rupees Four Hundred & Fifty Only) | 144000 | |
| 56 | (b). Main Outer Rings Stirrup reinforcement (#3 @ 5") | kg | 104 | 450 | (Rupees Four Hundred & Fifty Only) | 46800 | |
| 57 | (c). Secondary U bars reinforcement (#3 @ 5") | kg | 48 | 450 | (Rupees Four Hundred & Fifty Only) | 21600 | |
| 58 | 2d(vii) | Providing and applying Sika AnchorFix®-2 or other approved equivalent chemical anchoring for reinforcement bars, including cleaning of drilled holes, injection of adhesive, fixing of bars, and all materials and workmanship complete as per manufacturer’s specifications. | |||||
| 59 | (a). For #6 main rebars | mls | 3398 | 40 | (Rupees Forty Only) | 135920 | |
| 60 | (b). For #3 secondary U/ L-bars rebars | mls | 12741 | 40 | (Rupees Forty Only) | 509640 | |
| 61 | 3 | Existing RC Column CFRP Confinement and Flexural Repair | |||||
| 62 | 3a. Repair of Columns below Ground Floor (GF) | ||||||
| 63 | ft | ||||||
| 64 | 3b. Repair of Columns below First Floor (1F) | ||||||
| 65 | ft | ||||||
| 66 | 3c. Repair of Columns below Second Floor (2F) | ||||||
| 67 | 3c (i) | Repair and strengthening of RC columns using CFRP wrapping with SikaWrap®-230 C (50 cm width)or other approved equivalent, including surface preparation, epoxy system application, fabric wrapping, protective coating, and all materials, labor, and workmanship complete as per specifications. | ft | 176 | 4500 | (Rupees Four Thousand & Five Hundred Only) | 792000 |
| 68 | 3d. Repair of Columns below Roof Floor (RF) | ||||||
| 69 | 3d (i) | Repair and strengthening of RC columns using CFRP wrapping with SikaWrap®-230 C (50 cm width) or other approved equivalent, including surface preparation, epoxy system application, fabric wrapping, protective coating, and all materials, labor, and workmanship complete as per specifications. | ft | 474 | 4500 | (Rupees Four Thousand & Five Hundred Only) | 2133000 |
| 70 | 3d (ii) | Flexural strengthening of RC columns using Sika® CarboDur® S812 (typ.) or other approved equivalent, including surface preparation, application of epoxy adhesive, fixing and alignment of CFRP laminate strips, anchorage/termination detailing, and all materials, labor, and workmanship complete as per manufacturer’s specifications and engineer’s approval. | ft | 2112 | 5865 | (Rupees Five Thousand Eight Hundred & Sixty Five Only) | 12386880 |
| 71 | 4 | Existing RC Beams CFRP Shear and Flexural Repair | |||||
| 72 | 4a. Repair of shear strengthening of Beams of size 8 x 24 | ||||||
| 73 | 4a (i) | Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-230 C (50 cm width) or other approved equivalent, including surface preparation, epoxy system application, fabric wrapping, protective coating, and all materials, labor, and workmanship complete as per specifications. | ft | 52 | 4500 | (Rupees Four Thousand & Five Hundred Only) | 234000 |
| 74 | 4b. Repair of shear strengthening of Beams of size 12 x 24 | ||||||
| 75 | 4b (i) | Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-600 C (50 cm width) or other approved equivalent, including surface preparation, epoxy system application, fabric wrapping, protective coating, and all materials, labor, and workmanship complete as per specifications. | ft | 106 | 5765 | (Rupees Five Thousand Seven Hundred & Sixty Five Only) | 611090 |
| 76 | 4c. Repair of shear strengthening of Beams of size 8 x 30 | ||||||
| 77 | 4c (i) | Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-600 C (50 cm width) or other approved equivalent, including surface preparation, epoxy system application, fabric wrapping, protective coating, and all materials, labor, and workmanship complete as per specifications. | ft | 41 | 5765 | (Rupees Five Thousand Seven Hundred & Sixty Five Only) | 236365 |
| 78 | 4d. Repair of flexural strengthening of Beams of size 8 x 24 | ||||||
| 79 | 4d (i) | Flexural strengthening of RC beams using Sika® CarboDur® S812 (typ.) or other approved equivalent, including surface preparation, application of epoxy adhesive, fixing and alignment of CFRP laminate strips, anchorage/termination detailing, and all materials, labor, and workmanship complete as per manufacturer’s specifications and engineer’s approval. | ft | 286 | 5765 | (Rupees Five Thousand Seven Hundred & Sixty Five Only) | 1648790 |
| 80 | 4e. Repair of flexural strengthening of Beams of size 12 x 24 | ||||||
| 81 | 4e (i) | Flexural strengthening of RC beams using Sika® CarboDur® S812 (typ.) or other approved equivalent, including surface preparation, application of epoxy adhesive, fixing and alignment of CFRP laminate strips, anchorage/termination detailing, and all materials, labor, and workmanship complete as per manufacturer’s specifications and engineer’s approval. | ft | 1741 | 5765 | (Rupees Five Thousand Seven Hundred & Sixty Five Only) | 10036865 |
| 82 | 4f. Repair of flexural strengthening of Beams of size 18 x 48 | ||||||
| 83 | 4f (i) | Flexural strengthening of RC beams using Sika® CarboDur® S812 (typ.) or other approved equivalent, including surface preparation, application of epoxy adhesive, fixing and alignment of CFRP laminate strips, anchorage/termination detailing, and all materials, labor, and workmanship complete as per manufacturer’s specifications and engineer’s approval. | ft | 1452 | 5765 | (Rupees Five Thousand Seven Hundred & Sixty Five Only) | 8370780 |
| 84 | 4g. Repair of combined flexural+shear strengthening of Beams of size 12 x 24 | ||||||
| 85 | 4g (i) | Repair and strengthening of RC beams using CFRP wrapping with SikaWrap®-600 C (50 cm width) or other approved equivalent, including surface preparation, epoxy system application, fabric wrapping, protective coating, and all materials, labor, and workmanship complete as per specifications. | ft | 211 | 6900 | (Rupees Six Thousand & Nine Hundred Only) | 1455900 |
| 86 | 4g (ii) | Flexural strengthening of RC beams using Sika® CarboDur® S812 (typ.) or other approved equivalent, including surface preparation, application of epoxy adhesive, fixing and alignment of CFRP laminate strips, anchorage/termination detailing, and all materials, labor, and workmanship complete as per manufacturer’s specifications and engineer’s approval. | ft | 627 | 5765 | (Rupees Five Thousand Seven Hundred & Sixty Five Only) | 3614655 |
| 87 | 5 | Architectural Restoration of columns repaired with CFRP, columns repaired with RC Jacket, RC Beams after CFRP strengthening, including surface finishing, plaster/putty, texture matching, painting or final finish to match existing architectural appearance, complete. | |||||
| 88 | 5a | Surface preparation after CFRP strengethening including application of required adhesive and or steel wire mesh to make bond with plaster works complete in all respects as per site requirements and as directed by the Engineer In-Charge. | Sq. ft. | 31166 | 15 | (Rupees Fifteen Only) | 467490 |
| 89 | 5b | Providing, mixing and applying, 1/2" to 3/4" thick 1:4 cement-sand plaster over internal walls, columns, beams, and ceilings smooth finished with steel trowel as per proper lines & plumb to the entire satisfaction of the Engineer In-Charge, using clean river/quarry sand of approved quality and OP cement, including cost of required scaffolding, making of jambs and edges for openings where required, curing, etc. complete in all respects as per site requirements and as directed by the Engineer In-Charge. | Sq. ft. | 31166 | 60 | (Rupees Sixty Only) | 1869960 |
| 90 | 5c | Providing & applying 03 coats of best quality plastic emulsion paint of ICI Dulux or equivalent make over walls & ceiling including surface preparation with approved quality wall putty and one coat of primer of ICI Dulux or other approved equivalent make, sand papering where required, complete in all respects as per site requirements and as directed by the Engineer In-Charge. | Sq. ft. | 31166 | 75 | (Rupees Seventy Five Only) | 2337450 |
| 91 | 6 | Repair of various cracks in Walls of the Building | |||||
| 92 | 6a | Repair of cracks in walls by opening and cleaning of cracks, fixing galvanized wire mesh over affected area with proper anchorage, application of bonding agent, and plastering with cement sand mortar to match existing surface, including finishing, curing, scaffolding, labor, material, complete in all respects as per drawings and Engineer’s instructions. There are three types of crack repair methods, as shown on the drawings. | |||||
| 93 | Repair of Cracks (Type-1) | Sq. ft. | 500 | 150 | (Rupees One Hundred & Fifty Only) | 75000 | |
| 94 | Repair of Cracks (Type-2) | Sq. ft. | 500 | 200 | (Rupees Two Hundred Only) | 100000 | |
| 95 | Repair of Cracks (Type-3) | Sq. ft. | 500 | 300 | (Rupees Three Hundred Only) | 150000 | |
| 96 | 7 | Water Proofing Works at Rooftop | |||||
| 97 | 7a | Complete removal/dismantling of existing any type of waterproofing treatment from the rooftop to expose the slab. Also including the cost of complete scrapping of the surface using steel wire brush etc. and making the surface ready for application of new primer and waterproofing sheets.The surface is thoroughly cleaned & surveyed to locate any visible cracks etc. These cracks are to be sealed with Sikadur-20 crackseal of Sika or other approved equivalent. Stacking of all debris at designated place inside the Bank and disposal of the debris away from the Bank Premises. Complete in all respects as per site requirements and as directed by the engineer in-charge. | Sq. ft. | 12000 | 8 | (Rupees Eight Only) | 96000 |
| 98 | 7b | Leveling/repairing of slab surface with about ¾” average thick layer of slurry comprising of Cement + Sand (in 1:4 ratio) using latex based concrete bonding agent from Sika, Fospak or other approved manufacturer @ 3 liters per bag of cement or as per the directions of the manufacturer/ supplier, with smooth trowel finished top surface, curing with damp jute cloth.To prevent shrinkage cracks etc. mono filament polypropylene fibers can also be mixed in slurry @ about 100-150 grams per bag of cement. The fibers can be 12mm or 19mm long, complete in all respects as per site requirements and as directed by the Engineer In-charge | Sq. ft. | 12000 | 100 | (Rupees One Hundred Only) | 1200000 |
| 99 | 7c | Making of PCC edge fillet (triangular/parabolic shape gola) of approximately 4” x 4” size along the parapet walls with cement-sand mortar in 1: 4 ratio using latex based concrete bonding agent from Sika, Fospak or other approved manufacturer @ 3 liters per bag of cement or as per the directions of the manufacturer/ supplier, and approved water repellent admixture, with smooth trowel finished top surface, curing with damp jute cloth, complete in all respects as per site requirements and as directed by the Engineer In-charge. | Rft | 500 | 150 | (Rupees One Hundred & Fifty Only) | 75000 |
| 100 | 7d | Providing and laying of 4 mm thick modified bitumen waterproofing membrane sheet of Hy-grip, Roofgrip or other approved equivalent brand at the rooftop. Including the cost of application of approved quality primer (Oil Based Primer of Hy-Grip or other approved equivalent) applied @ about 4m2/liter before laying of bitumen sheets. All required overlaps of minimum 4” width. A groove of about 1”x1” size is made in the peripheral or parapet walls. Ends of the waterproofing membrane are anchored in this groove with the help of aluminum u-channel and stainless screws. Then the groove is filled with cement sand mortar etc.The membrane shall be extended up to 2" on walls on all sides of the roof. Payment will be made for the Covered area of roof. A layer of about 200micron thick polythene sheet is placed over the waterproofing membrane, Complete in all respects as per site requirements and as directed by the engineer in-charge | Sq. ft. | 12000 | 450 | (Rupees Four Hundred & Fifty Only) | 5400000 |
| 101 | 7e | Providing, mixing, laying, vibrating and curing of Plain Cement Concrete in floor not leaner than 1:3:6 of about maximum 4” thickness, laid according to proper slopes & levels, including the cost of providing & mixing poly propylene fiber in recommended quantity (by manufacturer) of Sika, ICPL, Pagel or other approved equivalent make @ 150 grams per bag of cement or as per manufacturer, complete in all respects as per site requirements and as directed by the Engineer In-charge. The concrete will be laid in 8 x8 feet alternate pannels. 1/2 " thick Thermopore will be used as gap between pannels. Top 1/2 inch of thermopore will be removed later to fill with approved PU based joint sealent, complete in all respects as per site requirements and as directed by the Engineer In-charge. | Cft. | 3960 | 800 | (Rupees Eight Hundred Only) | 3168000 |
| 102 | 8 | Miscellaneous Works | |||||
| 103 | 8a | Arranging and installing temporary barricade to act as boundary wall till completion of repair works in the designated area as per satisfaction of Engineer In charge. The barricade structure includes corrugated sheets of 18SWG supported by the scaffolding pipes at appropriate spacing upto height as directed by the Engineer In Charge. Complete in all respects as per site requirements and as directed by the Engineer In- charge. Note: The same barricade shall be removed after necessary completion of work and approval of Engineer. The same barricade will be property of contractor after removal from site. | Sq.ft. | 500 | 400 | (Rupees Four Hundred Only) | 200000 |
| 104 | 8b | Careful removal of HVAC ducts complete in all respects as per directions of the Engineer In Charge to execute the rectification works on columns and beams and refixing of the same complete in all respects and or as directed by the Engineer In Charge. This includes the cost of all allied accessories, labour etc complete in all respetcts required to refix the HVAC ducts as per satisfaction of the Engineer (E&M) | ft | 500 | 250 | (Rupees Two Hundred & Fifty Only) | 125000 |
| 105 | 8c | Careful removal of Fire alarm pipes and installation/ alarm points complete in all respects as per directions of the Engineer In Charge to execute the rectification works on columns and beams and refixing of the same complete in all respects and or as directed by the Engineer In Charge. This includes the cost of all allied accessories, labour etc complete in all respetcts required to refix the fire alarm pipes and alarm points etc as per satisfaction of the Engineer (E&M) | ft | 500 | 250 | (Rupees Two Hundred & Fifty Only) | 125000 |
| 106 | Summary of BOQ | ||||||
| 107 | Sr. No. | ITEM | TOTAL | ||||
| 108 | 1 | ||||||
| 109 | 2a | ||||||
| 110 | 2b | ||||||
| 111 | 2c | ||||||
| 112 | 2d | ||||||
| 113 | 3 | ||||||
| 114 | 4 | ||||||
| 115 | 5 | ||||||
| 116 | 6 | ||||||
| 117 | 7 | ||||||
| 118 | 8 | ||||||
| 119 | TOTAL | ||||||
| GRAND TOTAL: | Rs 71,283,109.00 |
The scope of works include Excavation and Refilling, Reinforced Concrete Jacketting of columns, Existing RC Column CFRP Confinement and Flexural Repair, Existing RC Beams CFRP Shear and Flexural Repair, Architectural Restoration of columns repaired with CFRP, columns repaired with RC Jacket, RC Beams after CFRP strengthening, including surface finishing, plaster/putty, texture matching, painting or final finish to match existing architectural appearance,Repair of various cracks in Walls of the Building, Water Proofing Works at Rooftop, Miscellaneous Works including barricae works, removal and refitting of fire alarm piping and installations and HVAC ducts etc. where required.
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
Number of GC Clause
Amendments of, and Supplements to, Clauses in the General Conditions of Contract
Number of GC Clause 1
Definitions
The Procuring Agency is: SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
The Supplier is:
The title of the subject procurement is: Structural Strengthening of Annexe Building of SBP BSC Multan
Number of GC Clause 2
Applicable/Governing Law:
The Contract shall be interpreted in accordance with the laws of Islamic Republic of Pakistan
Number of GC Clause 3
Language:
The language of the Contract, all correspondence and communications to be given, and all other documentation to be prepared and supplied under the Contract shall be in English.
Number of GC Clause 4
Notices:
The addresses for the notices are:
Procuring Agency:
SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer
Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
+92-321-667-8800
umer.javaid@sbp.org.pk
Contractor/ Bidder:
[Name, address and telephone number]
The Contractor/ Bidder’s Representative(s)
[Name, address, telephone number and e-mail address]
Number of GC Clause 6.1
The Authorized Representatives are:
For the Procuring Agency:
SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer
Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
+92-321-667-8800
umer.javaid@sbp.org.pk
For the Bidder:
Name: ………………………………………
Designation: ……………………..
Address: …………………………………………..
Number of GC Clause 7
Effectiveness of the contract
The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties
Number of GC Clause 8
Commencement of Contract:
The Contractor/Bidder shall provide Non-Consultancy Services from the effective date of contract.
Number of GC Clause 10.2
Expiration of Contract:
The time period shall be ……………………………
Number of GC Clause 14
Termination
In the event of termination of the contract due to any reason as already defined in the General Conditions of Contract, the Bidder shall be responsible for providing to the Authority the Goods till the time of alternate arrangements.
Number of GC Clause 16
Conflict of Interest:
The Procuring Agency reserves the right to determine on a case-by-case basis whether the Bidder should be disqualified from providing goods or services due to a conflict of a nature described in Clause GCC 17.
Number of GC Clause 20
Liquidated Damages
If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.10% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.
Number of GC Clause 21
Performance Guarantee:
The amount of performance guarantee shall be 10.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Bank Guarantee, Demand Draft
Number of GC Clause 27
Currency of Payment:
All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.
Number of GC Clause 28
Payment terms:
Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.
Number of GC Clause 29
Identifying Defects:
The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.
For being Brand New, bearing relevant reference numbers of the equipment (Certificate from supplier)
For Physical Fitness having No Damages (Certificate from supplier)
For the Country of Origin as quoted by the Supplier (Certificate from manufacturer)
For conformance to specifications and performance parameters, through Prior to delivery inspection (Inspection Report by Procurement Committee / Inspection Team)
For successful operation at site after complete installation, testing and commissioning of the equipment (Installation, Testing and Commissioning Report by Procurement Committee / Inspection Team)
Copies of the Supplier’s invoice showing Goods’ description, quantity, unit price, and total amount;
Original and two copies of the usual transport document (for example, a negotiable bill of lading, a non-negotiable sea waybill, an inland waterway document, an air waybill, a railway consignment note, a road consignment note, or a multimodal transport document) which the buyer may require to take the goods;
Copies of the packing list identifying contents of each package;
Insurance Certificate;
Manufacturer’s or Supplier’s Valid Warranty Certificate;
Inspection Certificate issued by the Nominated Inspection Agency (if any), and the Supplier’s Factory Inspection Report;
Certificate of Origin.
The above documents would be required even if the equipment has already been imported and is available with the supplier ex-stock
Number of GC Clause 31
Following is the guidance for Dispute Resolution
Notwithstanding any reference to the arbitration herein, the parties shall continue to perform their respective obligations under the Contract.
Rules of procedure for arbitration proceedings:
Any dispute between the Authority and a Bidder shall be referred to arbitration under the laws of Pakistan including Arbitration Act 1940.
Place of Arbitration and Award:
The arbitration shall be conducted in English language and place shall be Islamabad. The award shall be final and binding.
Date: [insert date (as day, month and year)]
Bid No.:P113536
To: SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
We, the undersigned, declare that:
We understand that, according to your conditions, Bids must be supported by a Bid Securing Declaration.
We accept that we will be blacklisted and henceforth cross debarred for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:
We understand this Bid Securing Declaration shall expire if we are not the successful
Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight (28) days after the expiration of our Bid.
THIS AGREEMENT made the _____ day of __________ 20_____ between SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
(hereinafter called “the Procuring Agency”) of the one part and [name of Bidder] of [city and country of Bidder] (hereinafter called “the Bidder”) of the other part:
WHEREAS the Procuring Agency invited Bids for provision of goods, viz., Structural Strengthening of Annexe Building of SBP BSC Multan (P113536) and has accepted a Bids by the Bidder for the provision of Goods in the sum of [contract price in words and figures] (hereinafter called “the Contract Price”).
NOW THIS CONTRACT WITNESSETH AS FOLLOWS:
1. In this Contract words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract referred to.
2. The following documents shall be deemed to form and be read and construed as part of this Contract, In the event of any ambiguity or conflict between the Contract Documents listed below, the order of precedence shall be the order in which the Contract Documents are listed below:-
3. In consideration of the payments to be made by the Procuring Agency to the Bidder as hereinafter mentioned, the Bidder hereby covenants with the Procuring Agency to provide the Goods related services and to remedy defects therein in conformity in all respects with the provisions of the Contract.
4. The Procuring Agency hereby covenants to pay the Bidder in consideration of the provision of Goods and the remedying of defects therein, the Contract Price or such other sum as may become payable under the provisions of the contract at the times and in the manner prescribed by the contract.
IN WITNESS whereof the parties hereto have caused this Contract to be executed in accordance with their respective laws the day and year first above written.
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Witness to the signatures of the Procuring Agency:
………………………………………………
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Witness to the signatures of the Bidder: …………………………………………………
Contract Number: Contract Value: Contract Title:
Dated:
[Name of Supplier] hereby declares that it has not obtained or induced the procurement of any contract, right, interest, privilege or other obligation or benefit from Government of Pakistan or any administrative subdivision or agency thereof or any other entity owned or controlled by it (GoP) through any corrupt business practice.
Without limiting the generality of the foregoing [Name of Supplier] represents and warrants that it has fully declared the brokerage, commission, fee etc. paid or payable to anyone and not given or agreed to give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectly through any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director, promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder's fee or kickback, whether described as consultations fee or otherwise, with the object of obtaining or inducing the procurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP, except that which has been expressly declared pursuant hereto.
[Name of Supplier] certifies that it has made and will make full disclosure of all agreements and arrangements with all persons in respect of or related to the transaction with GoP and has not taken any action or will not take any action to circumvent the above declaration, representative or warranty.
[Name of Supplier] accepts full responsibility and strict liability for making and false declaration, not making full disclosure, misrepresenting fact or taking any action likely to defeat the purpose of this declaration, representation and warranty. It agrees that any contract, right interest, privilege or other obligation or benefit obtained or procured as aforesaid shall, without prejudice to any other right and remedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.
Notwithstanding any rights and remedies exercised by GoP in this regard, [Name of Supplier] agrees to indemnify GoP for any loss or damage incurred by it on account of its corrupt business practices and further pay compensation to GoP in an amount equivalent to ten time the sum of any commission, gratification, bribe, finder's fee or kickback given by [Name of Supplier] as aforesaid for the purpose of obtaining or inducing the procurement of any contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP.
To: SBP BSC Multan (SBP Banking Services Corporation (BSC)), Assistant Executive Engineer Pul Mouj Darya Road LMQ Road, Multan City, Multan (District), Multan Division (Division), Punjab (Province).
WHEREAS [name of Bidder] (hereinafter called “the Bidder”) has undertaken, in pursuance of Contract No. [reference number of the contract] dated [insert date] for provision of Goods(hereinafter called “the Contract”).
AND WHEREAS it has been stipulated by you in the said Contract that the Bidder shall furnish you with a Bank Guarantee by a reputable bank for the sum specified therein as security for compliance with the Bidder’s performance obligations in accordance with the Contract.
AND WHEREAS we have agreed to give the Bidders guarantee:
THEREFORE, WE hereby affirm that we are Guarantors and responsible to you, on behalf of the Bidder, up to a total of [amount of the guarantee in words and figures], and we undertake to pay you, upon your first written demand declaring the Bidder to be in default under the Contract and without cavil or argument, any sum or sums within the limits of [amount of guarantee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.
This guarantee is valid until the: [insert date]
Signature and seal of the Guarantors
_____________________________________________________________________
[name of bank or financial institution]
_____________________________________________________________________
[address]
_____________________________________________________________________
[date}