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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | -25.60% | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.3 Cr+₹35.1 L (8.97%)Admitted-Finance | -18.93% | ₹4.3 Cr+₹35.1 L (8.97%) | L2 | Admitted-Finance |
| 3 | L3₹5.2 Cr+₹1.3 Cr (32.0%)Admitted-Finance | -1.80% | ₹5.2 Cr+₹1.3 Cr (32.0%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Bidder submitted EMD in the form of BG only which does not fulfil the requirement of EMD as per para no. 8.1 of NIT |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
12 May 2026, 11:00 amClosed
Superintending Engineer /Commandant (Works)
HQ SDG BSF (WC) Chandigarh
DEVELOPMENT WORK AND BULK SERVICE AT BN HQ BSF KLP SEDATA(MARINE BN) 102 BN BSF(NOW 153 BN BSF) UNDER SHQ BSF BHUJ(SH C/O BOUNDARY WALL 2465 MTRS ALONG WITH SECCURITY LIGHT SENTRY POST, 01 NO O.H TANK 1.20 LAC LITRE CAPACITY
2026_BSF_905966_1
04/NIT/SDG(WC)/Engg/2026-27
Open Tender
Civil Works
Percentage
300 days
SHQ BSF BHUJ
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹10.5 L
20 Jul 2026
21 Apr 2026
13 May 2026
21 Apr 2026
12 May 2026
21 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | - | CUM | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | - | CUM | - | - |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | CUM | - | - |
| 4 | Providing and laying in position Cement Concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | - | CUM | - | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for Reinforced Cement Concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | - | CUM | - | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for Reinforced Cement Concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum | - | CUM | - | - |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for Reinforced Cement Concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | - | CUM | - | - |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for Reinforced Cement Concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum | - | CUM | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | SQM | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | SQM | - | - |
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