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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.1 LAccepted-AOC WARD NO 02 NEAR CARMEL ACADEMY SUGAT NAGAR TUKUM CHANDRAPUR 442401 | CHANDRAPUR | MAHARASHTRA | 442401 | ₹15.1 L | L-1 | Accepted-AOC L-1 Bidder |
| 2 | Rejected-Technical URJANAGAR WARD NO 6 CHANDRAPUR TA DIST CHANDRAPUR CHANDRAPUR 442404 | CHANDRAPUR | MAHARASHTRA | 442404 | - | - | Rejected-Technical Concluded from BOQ as L-5 Bidder. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Concluded from BOQ as L-6 Bidder. |
| 4 | Rejected-Technical KONDHI WARD NO 5 URJANAGAR CHANDRAPUR 442404 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442404 | - | - | Rejected-Technical Concluded from BOQ as L-3 Bidder. |
| 5 | Rejected-Technical OPP NMC GARDEN HANUMAN NAGAR RESHIMBAGH NAGPUR NAGPUR 440 009 | 440009 | - | - | Rejected-Technical Concluded from BOQ as L-4 Bidder. |
Tender Value
₹22.0 L
EMD Value
₹27,600
Closing Date
5 May 2026, 5:00 pmClosed
Staff Officer (Civil), Chandrapur Area
Office of AGM, CHA
Provision of settling tank at DOC CHP under DSA of Chandrapur Area.
2026_WCL_358658_1
WCL_CHA_civil_2026-27_eT-012
Open Tender
Civil Works - Others
Percentage
120 days
DSA, Chandrapur Area
As per NIT
3 documents required · 3 mandatory
₹27,600
9 Jul 2026
24 Apr 2026
6 May 2026
24 Apr 2026
5 May 2026
25 Apr 2026
24 Apr 2026 - 28 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 |
|---|---|---|---|---|---|
| 0.999 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | - | cum | - | - |
| 0.999 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | - | cum | - | - |
| 0.999 | 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 | - | - |
| 0.000 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - |
| 0.999 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 0.000 | 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) | - | cum | - | - |
| 0.999 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | - | - |
| 0.000 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
| 0.999 | 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 | - | - |
| 0.000 | Supplying at site: R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement: 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | - | cum | - | - |
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