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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 L+₹69,671.31 (16.2%)Rejected-AOC H NO 136 SUBHASH NAGAR TEHSIL CAMP PANIPAT HARYANA 132103 | PANIPAT | PANIPAT | HARYANA | 132103 | ₹5.0 L+₹69,671.31 (16.2%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.6 L+₹1.3 L (31.2%)Rejected-AOC NOT SPECIFIED | ₹5.6 L+₹1.3 L (31.2%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical NIZAMPUR V P O NIZAMPUR 132103 | PANIPAT | HARYANA | 132103 | - | - | Rejected-Technical Not satisfied with the work |
Tender Value
₹6.4 L
EMD Value
₹12,840
Closing Date
29 Jun 2026, 5:00 pmClosed
Jagmal
DIV Panipat
Construction of 2 Nos. Rain Water Harvesting System in Sector-18 Panipat.
2026_HBC_530146_1
2026DA7E4873 ACF0 47AF A010 A419A974ADCA241HSV
Open Tender
Civil Works
Works
60 days
Panipat
2 documents required · 2 mandatory
₹500
₹12,840
Yes
27 Aug 2026
19 Jun 2026
30 Jun 2026
19 Jun 2026
29 Jun 2026
19 Jun 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 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 | 24 | Sqm | 216 | ₹5,184 |
| 2 | [11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) | - | Sqm | 135 | - |
| 3 | [21.93.2]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | 6 | Each | 1,058 | ₹6,348 |
| 4 | [33.12]Supplying, filling, spreading and levelling 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. | 20 | cum | 1,039 | ₹20,780 |
| 5 | [33.13]Supplying, filling, spreading and levelling 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. | 24 | cum | 1,039 | ₹24,936 |
| 6 | [33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. | 9.6 | cum | 1,039 | ₹9,974.4 |
| 7 | [33.7.1.3]Boring/drilling bore well of required dia for 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, beyond 90 metre and up to 150 metre depth below ground level. 1.3. All types of soil
400 mm dia | 170 | Metre | 894 | ₹1,51,980 |
| 8 | [33.8.3]Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 3. 200 mm nominal size dia | 110 | Metre | 920 | ₹1,01,200 |
| 9 | [33.9.3]Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 3. 200 mm nominal size dia | 60 | Metre | 980 | ₹58,800 |
| 10 | [4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 147 | cum | 83 | ₹12,201 |
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