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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-Finance | ₹5.9 Cr | L1 | Accepted-Finance Admitted |
| 2 | L2₹5.9 CrSame as L1Accepted-Finance | ₹5.9 CrSame as L1 | L2 | Accepted-Finance Admitted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
10 Aug 2026, 12:00 pmClosed
Deputy Commandant (Engineer)
Deputy Commandant (Engineer), O/O The DIG, SHQ, SSB Lakhimpur Kheri
Construction of Infrastructure including development works at BOP Shivpura of 42nd Bn SSB Bahraich under Frontier Lucknow
2026_SSB_919091_1
DC(ER)/SHQ/L Kheri/2026-27/14
Open Tender
Civil Works - Buildings
Percentage
365 days
BOP Shivpura of 42nd Bn SSB Bahraich
As per tender documents
3 documents required · 3 mandatory
₹0
₹11.8 L
11 Sept 2026
27 Jul 2026
11 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 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, for 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 | 253.27 | - |
| 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 | 190.71 | - |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | - | Cum | 681.59 | - |
| 4 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | - | Cum | 123.38 | - |
| 5 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | Litre | 228.41 | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 8,115.65 | - |
| 7 | 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-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 6,628.08 | - |
| 8 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | - | Sqm | 729.07 | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 8,801.51 | - |
| 10 | 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 size derived from natural sources). | - | Cum | 11,194.85 | - |
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