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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-Finance | ₹13.2 L | L1 | Accepted-Finance Accepted as L-1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected as per approved TCR |
| 3 | Rejected-Technical LIG 223 SHIVAJI NAGAR KORBA PIN CODE 495677 | KORBA | CHHATTISGARH | 495677 | - | - | Rejected-Technical Rejected as per approved TCR |
| 4 | Rejected-Technical VILL AND PO CHELODE PS RANIJANG BURDWAN PIN 713339 | RANIGANJ | BURDWAN | WEST BENGAL | 713339 | - | - | Rejected-Technical Rejected as per approved TCR |
| 5 | Rejected-Technical VILL CHINCHURIA PO CHINCHURIA JAMURIA PASCHIM BARDHAMAN WB 713378 | JAMURIA | PASCHIM BARDHAMAN | WB | 713378 | - | - | Rejected-Technical Rejected as per approved TCR |
Tender Value
₹21.3 L
EMD Value
₹26,700
Closing Date
4 May 2026, 6:00 pmClosed
Area Engineer Civil Satgram-Sripur Area
Office of the Area Engineer Civil, Satgram-Sripur Area, PO-Devchandnagar, WestBengal-713332
Construction of Boundary wall and main gate at damalia village ashram under Amkola OCP at Satgram -Sripur Area.
2026_ECL_358560_1
ECL/SSA/GM/AE(C)/e-T/26-27/02 date 20.04.2026
Open Tender
Civil Works - Others
75 days
Damalia village ashram near Amkola OCP.
As per NIT
3 documents required · 3 mandatory
₹26,700
5 Jun 2026
23 Apr 2026
6 May 2026
24 Apr 2026
4 May 2026
24 Apr 2026
24 Apr 2026 - 27 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | 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. | 12.66 | Cum | - | - | - |
| 1.02 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 3.87 | Cum | - | - | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.87 | Cum | - | - | - |
| 1.04 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 3.56 | Cum | - | - | - |
| 1.05 | 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 natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.75 | Cum | - | - | - |
| 1.06 | 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). | 6.3 | Cum | - | - | - |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars | 848.8 | Kg | - | - | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 8.96 | Sqm | - | - | - |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 39 | Sqm | - | - | - |
| 1.1 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 22.4 | Sqm | - | - | - |
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