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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹8.4 L+₹6,354.02 (0.76%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹8.4 L+₹8,472.03 (1.02%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹8.5 L
EMD Value
₹16,940
Closing Date
21 Apr 2026, 3:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
Construction of planters for tree planting, supported by the water tank and fencing, at Bankhandinath Vatika.
2026_DOLBU_1139641_1
46/CE/CD/25-26 (1 To 5) SR NO 01
Open Tender
Civil Works
Percentage
90 days
NAGAR NIGAM BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,502
Bareillyetender.com
₹16,940
4 Jun 2026
20 Apr 2026
21 Apr 2026
20 Apr 2026
21 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1.01 | Supplering of Earth fie cutting of in embankment in miserysoil nkment to be in 20 cm layers, including watering Dressing mpacting aming the soil to achive 95% proctor density and drewing the saface to be repaired levels and slope and also including 1.50m lift and 30 kond The earth from cutting to be used in making embankment to be deported es pel haks within 30 dinance and certage upes Kes diener as directed by the Engineer-in-charge excluding royalty | - | CUM | - | - |
| 1.02 | Excavation in foundation in ordinary Soil (Loam, Clay of sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated carth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches excluding royalty (S1 No.251) | - | CUM | - | - |
| 1.03 | Providing and laying cement concrete in 1.6.12 (1 cement 6 Fine sand 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E 1. (5.1 No. 273) | - | CUM | - | - |
| 1.04 | Fint class I/w in 16 Cement Csand mortor in FP including supply of all meterial labour P etc required for proper completion of work S1 NO. 306 | - | CUM | - | - |
| 1.05 | P12 min thick plaster in 15 coment &c'sand mortor over brick, work minimume thickness not less then 10 mm including all supply of meterial, Labour T&P esc SLNo 584(1) | - | SQM | - | - |
| 1.06 | Making groove of uniform size 12x12mm upto 25x15mm in plasterd Syrface | - | RMT | - | - |
| 1.07 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E/L | - | CUM | - | - |
| 1.08 | PP/Laying 2mm thick plaster of paris putty for proper complition of the work as per Direction of El all complete | - | SQM | - | - |
| 1.09 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on new work (Two or more coats applied @ 1.43 Itr/10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)As Per DSR No. 13.47.1 | - | SQM | - | - |
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