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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.4 LAdmitted-Finance | -2.00% | ₹12.4 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 L+₹8,862.60 (0.71%)Admitted-Finance | -1.30% | ₹12.5 L+₹8,862.60 (0.71%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical AMENA JABARAPUR MAJRE BINDKI FATEHPUR | BINDKI | FATEHPUR | UTTAR PRADESH | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹12.7 L
EMD Value
₹25,320
Closing Date
22 Jun 2026, 6:00 pmClosed
As per nit
As per nit
Construction of drain from Bijlee Ghar ke Peechhe Shanti Colony Nadbai
2026_DLB_567450_4
Enit No 06/2026-27
Open Tender
Civil Works
Percentage
Nadbai
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
As per nit
₹25,320
Yes
6 Jul 2026
12 Jun 2026
23 Jun 2026
12 Jun 2026
22 Jun 2026
12 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 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable
site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 278 | CUM | 229.5 | ₹63,801 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks | 70.5 | CUM | 678 | ₹47,799 |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Sand, bazri, ballast, kankar | 56.4 | CUM | 185.87 | ₹10,483.07 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 37.4 | CUM | 4,575 | ₹1,71,105 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 10.15 | CUM | 5,510 | ₹55,926.5 |
| 6 | Brick work with FPS bricks of class designation 75 in foundation
and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 51.75 | CUM | 5,400 | ₹2,79,450 |
| 7 | Cement plastering including T&P, scaffolding, material and complete
labour, including cost of water, curing, racking of joints etc. with 12
mm cement plaster of mix : including Providing /mixing of synthetic
fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm
length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per
50 kg Cement up to 900 gms per cum of Concrete/ mortar1:4 (1 cement : 4 fine/ coarse sand) | 609 | SQM | 227 | ₹1,38,243 |
| 8 | Half brick masonry with FPS brick of class designation 75 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | 384 | SQM | 674 | ₹2,58,816 |
| 9 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 150 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 50mm thick. | 69 | SQM | 445 | ₹30,705 |
| 10 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversionPCC M-20 | 37.13 | cum | 5,650 | ₹2,09,756.25 |
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