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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical The firm has submitted all documents. Hence, offer of the firm is found technically suitable. |
| 2 | Accepted-Technical | Accepted-Technical The firm has submitted all documents. Hence, offer of the firm is found technically suitable. |
| 3 | Accepted-Technical | Accepted-Technical The firm has submitted all documents. Hence offer of the firm is found technically suitable. |
| 4 | Rejected-Technical | Rejected-Technical Being as a work tender, Firm has neither deposited EMD nor Startup Certificate. However, firm asked for EMD exemption based on MSE which is not inline to tender condition. Hence offer of the firm is technically not suitable. |
| 5 | Rejected-Technical | Rejected-Technical The firm has not deposited EMD and also not submitted MSE certificate. Hence, offer of the firm is technically not suitable. |
Tender Value
Refer Docs
EMD Value
₹19,042
Closing Date
17 Apr 2026, 2:00 pmClosed
Ashok Sharma
BNP Dewas
rain water harvesting
2026_SPMCI_271930_1
6000019592
Open Tender
Civil Works
Works
180 days
BNP Dewas
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,042
Yes
5 Jun 2026
18 Mar 2026
18 Apr 2026
19 Mar 2026
17 Apr 2026
19 Mar 2026
BILL OF QUANTITIES [Work of rain Water Harvesting at BNP Colony Dewas ]
Sr. No. SUB HEAD AND ITEM OF WORK QTY(A) UNIT RATE/UNIT(B) AMOUNT(A x B)
1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil 324 cum
Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer–in-Charge, upto 90 metre depth below ground level.
All types of soil upto 90 metre depth150 mm dia 240 Meter
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer- in-Charge
100 mm nominal size dia having minimum wall thickness 4.50 mm 204 Meter
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer–in-Charge
100 mm nominal size dia. 36 Meter
Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in charge. 108 cum
Supplying, filling, spreading and leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in Charge. 108 cum
Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm inrecharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer-in- Charge. 81 cum
Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm)
110 mm diameter 200 meter
Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
9.1 Coupler - 110 mm 25 each
9.2 Single tee without door - 110x110x110 mm 25 each
9.3 Bend 87.50 - 110 mm bend 25 each
Providing and fixing non-woven geo-textile fabric (minimum 150 GSM) in recharge pit of size 3.0 m × 3.0 m × 3.0 m, including lining on side walls, bottom of pit and wrapping around vertical recharge casing pipe of 100 mm diameter and 3 meter height, complete in all respects, including cutting, overlapping, proper placement, fixing as per directions of Engineer-in-Charge. 12 nos.
Total BOQ amount with GST@18%
Sr. No. Description SAC Code (6 Digits) Quantity Basic Price (Rs.) GST @% (Rs.) Total Rate /Unit (FOR BNP Dewas) (Rs.) Total Price (FOR BNP Dewas) (Rs.)
1 Work of rain Water Harvesting at BNP Colony Dewas 01 AU
Date Name & Signature
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