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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.1 LAdmitted-Finance N A MAVAIYA HARDOPATTI GYANPUR GYANPUR MAVAIYA HARDOPATTI BHADOHI UTTAR PRADESH 221304 | BHADOHI | UTTAR PRADESH | 221304 | -36.60% | ₹13.1 L | L1 | Admitted-Finance |
| 2 | L2₹14.9 LAdmitted-Finance | -27.88% | ₹14.9 L | L2 | Admitted-Finance |
| 3 | L3₹17.8 LAdmitted-Finance | -13.55% | ₹17.8 L | L3 | Admitted-Finance |
| 4 | L4₹18.2 LAdmitted-Finance | -11.89% | ₹18.2 L | L4 | Admitted-Finance |
| 5 | L5₹20.2 LAdmitted-Finance | -1.99% | ₹20.2 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹20.6 L
EMD Value
₹41,260
Closing Date
15 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA SINGHANA
To construction CC road and supporting wall at MRF site singhana
2026_DLB_548284_1
NPSINGHANA/VIKAS/2025-26/2528
Open Tender
Civil Works
90 days
SINGHANA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EXECUTIVE OFFICER
₹41,260
Yes
8 May 2026
24 Mar 2026
17 Apr 2026
24 Mar 2026
15 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | |||||
| 2Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | |||||
| 3Providing 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 diversion. PCC M-20 | |||||
| 4Earth 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 | |||||
| 5Carriage of Materials by mechanical transport including loading, unloading and stacking ::3 Km Earth | |||||
| 6Providing 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). | |||||
| 7Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) first & second footing long wall | |||||
| 8Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) + Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. | |||||
| 9Providing 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) for coping work on wall | |||||
| 10Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing | |||||
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