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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-Finance | ₹11.4 L | L1 | Accepted-Finance Documents as per order |
| 2 | L2₹11.5 L+₹11,973 (1.05%)Accepted-Finance | ₹11.5 L+₹11,973 (1.05%) | L2 | Accepted-Finance Documents as per order |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT |
Tender Value
₹18.4 L
EMD Value
₹36,840
Closing Date
25 Feb 2026, 11:00 amClosed
Executive Engineer(Civil),Ftr HQ BSF Punjab
FTR HQ BSF PB (Jalandhar)
Re construction of damage boundary wall near T II qtrs campus 1 gate 2 under SHQ BSF GSP SH Boundary wall 120 mtr
2026_BSF_898573_1
63/Engg/Ftr PB/NIT/2025-26
Open Tender
Civil Works
Percentage
90 days
SHQ BSF GSP
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹36,840
29 Jun 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
25 Feb 2026
16 Feb 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 90 | cum | 253.27 | ₹22,794.3 |
| 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 m and lift upto 1.5 m. | 45 | cum | 190.71 | ₹8,581.95 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. | 118.73 | sqm | 381.56 | ₹45,302.62 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 11.12 | cum | 6,342.6 | ₹70,529.71 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, huttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 20.52 | cum | 8,801.51 | ₹1,80,606.99 |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) : | 5.94 | cum | 10,559.92 | ₹62,725.92 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | 6.3 | cum | 11,194.85 | ₹70,527.56 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 58.8 | sqm | 716.13 | ₹42,108.44 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 316.8 | sqm | 935.05 | ₹2,96,223.84 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,052 | kg | 104.94 | ₹2,15,336.88 |
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