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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.8 LAccepted-Finance NANDI BIHAR PREMPURI MUZAFFARNAGAR | MUZAFFARNAGAR | MUZAFFARNAGAR | UTTAR PRADESH | ₹50.8 L | L1 | Accepted-Finance LOWEST RATE |
| 2 | L2₹51.8 L+₹98,180.53 (1.93%)Accepted-Finance | ₹51.8 L+₹98,180.53 (1.93%) | L2 | Accepted-Finance HIGHEST RATE |
Tender Value
₹49.3 L
EMD Value
₹98,680
Closing Date
19 May 2026, 10:00 amClosed
EO NPS
NPS
ITEM NO 01
2026_DLB_557842_1
363/2026-27
Open Tender
Miscellaneous Works
Percentage
120 days
NPS
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EO
₹98,680
Yes
10 Jun 2026
9 May 2026
20 May 2026
9 May 2026
19 May 2026
9 May 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 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.For Depth upto 1.50 m | 36 | CUM | 406 | ₹14,616 |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth Lead upto 2 km. | 36 | CUM | 185.54 | ₹6,679.44 |
| 3 | 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 | 620.75 | CUM | 229.5 | ₹1,42,462.13 |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding, material, labour, machinery. | 84.5 | CUM | 4,455 | ₹3,76,447.5 |
| 5 | Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. | 9 | TONNE | 83,600 | ₹7,52,400 |
| 6 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : | 880 | SQM | 367 | ₹3,22,960 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 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/ mortar1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 320 | CUM | 7,380 | ₹23,61,600 |
| 8 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole / inspection chamber shall not be payable. 200 mm internal diameter | 30 | MTR | 597 | ₹17,910 |
| 9 | 300 mm internal diameter | 30 | MTR | 1,090 | ₹32,700 |
| 10 | 450 mm internal diameter | 20 | MTR | 1,846 | ₹36,920 |
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