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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical CANARA BANK SIKANDRARAO SECURITY REGISTER NO 250 | Accepted-Technical all document are as per condition and requrement |
| 2 | Accepted-Technical MUGALGARHI MAJRA FULRAI TEHSEEL SIKANDRARAO HATHRAS | Accepted-Technical all document are as per condition and requrement |
| 3 | Accepted-Technical NAURANGABAD SIKANDRA RAU HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | Accepted-Technical all document are as per condition and requrement |
| 4 | Accepted-Technical | Accepted-Technical all document are as per condition and requrement |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
30 Jul 2026, 2:00 pmClosed
EO Sikandra Rao
EO Sikandra Rao
Nagar Palika Sikandra Rao ke Moh. Naukhel ki Vibhinna Galiyo mei C.C. Evam RCC Nali ka Kary.
2026_DOLBU_1168641_1
2031(1) Dt. 09/07/2026
Open Tender
Civil Works - Others
Percentage
30 days
Sikandra Rao
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Canara Bank A/c No. 0195101015114
₹1.2 L
Yes
9 Sept 2026
16 Jul 2026
30 Jul 2026
16 Jul 2026
30 Jul 2026
16 Jul 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 cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 mtr. distance as directed by the Engineer-in-Charge.As Per S.I No 03 ch-04 | 57.88 | Cum | 180 | ₹10,418.4 |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.as per MORTH Specification 304 | 16.8 | Cum | 137 | ₹2,301.6 |
| 3 | Construction of dry lean cement concrete (DLC) Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 1: 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 constructioin, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes | 37.35 | Cum | 5,760 | ₹2,15,136 |
| 4 | Construction of un-reinforced, dowel jointed, grade cement concrete 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 in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Concrete paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, temprature reinforced, admixtures as approved, curing compound, finishing to lines and grades as per drawing. as per MORTH Specification 602 S.No. No. 6.02 | 39.23 | Cum | 8,262.3 | ₹3,24,130.03 |
| 5 | Plain/Reinforced cement concrete in sub-structure complete as per drawing as per MoRT&H Specification 1500, 1700 & 2200 | 1 | Cum | 8,565.3 | ₹8,556.73 |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing as per MoRT&H Specification 1600 & 2200 | 1 | Qtl | 8,400 | ₹8,391.6 |
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