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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Finance 00 PASHU CHIKITSALAYA PAKHRAULI UNNAMED ROAD PAKHARAULI SULTANPUR UTTAR PRADESH 228001 | SULTANPUR | UTTAR PRADESH | 228001 | -15.00% | ₹6.4 L | L1 | Admitted-Finance |
| 2 | L2₹7.6 L+₹1.1 L (17.6%)Admitted-Finance | +0.00% | ₹7.6 L+₹1.1 L (17.6%) | L2 | Admitted-Finance |
Tender Value
₹7.6 L
EMD Value
₹15,160
Closing Date
20 Aug 2026, 6:00 pmClosed
AS PER NIT AND TENDER DOCUMENT
AS PER NIT AND TENDER DOCUMENT
8.Construction of Interlocking Tiles from Premchand House to Rarah Road Naglachandan
2026_CEPWD_590208_8
Nit No 15/2026-27 EE PWD DIV Bharatpur
Open Tender
Civil Works
Percentage
120 days
AS PER NIT AND TENDER DOCUMENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
AS PER NIT AND TENDER DOCUMENT
₹15,160
Yes
11 Sept 2026
19 Aug 2026
21 Aug 2026
19 Aug 2026
20 Aug 2026
19 Aug 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 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. | 54.68 | cum | 882 | ₹48,223.35 |
| 2 | Construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | - | cum | 2,715 | - |
| 3 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks Category 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | - | sqm | 756 | - |
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