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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Finance ITWA | -5.11% | ₹16.1 L | L1 | Admitted-Finance |
| 2 | L2₹16.9 LAdmitted-Finance ETAWAH | -0.30% | ₹16.9 L | L2 | Admitted-Finance |
| 3 | L3₹16.9 LAdmitted-Finance | -0.15% | ₹16.9 L | L3 | Admitted-Finance |
| 4 | L4₹16.9 LAdmitted-Finance | -0.10% | ₹16.9 L | L4 | Admitted-Finance |
Tender Value
₹16.9 L
EMD Value
₹1.7 L
Closing Date
13 Apr 2026, 2:00 pmClosed
E.O.
N.P. Ekdil
Construction C.C. Road Damar Road to Ramu House Nagla Tar in Indhaua
2026_DOLBU_1129171_1
1366/EN/NPE/2025-26 /04
Open Tender
Civil Works
30 days
N.P. Ekdil
Construction C.C. Road Damar Road to Ramu House Nagla Tar in Indhaua
2 documents required · 2 mandatory
₹2,050
Yes
E.O.
₹1.7 L
Yes
N.P. Ekdil
28 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
23 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 in foundation including all labour and and material.T&P as per S.I. N0 251 | |||||
| 2C.C. in foundation with 1:4:8 cement coarse 40 mm gauge Stone ballast including all labour material and T&P as per S.I. N0 . 281 | |||||
| 3M- 150 Brick work in 1:4 cement and coarse sand mortar in foundation & plinth including all material T&P etc. as per S.I. N0. 305 (NS) | |||||
| 4Earth work in Filling from out side of city 8 Km away. | |||||
| 512 mm think plaster 1: 4 cement & Coarse sand mortar as per S.I. | |||||
| 6Construction of granular sub –base Gr –I by providing close graded material .Mixing in machnical mix plant of OMC. Carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieved the desired density complete as per clause 401 | |||||
| 7CConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvet and constrution joints, admixture as approved, curing of concrete salbes for 14-days, As per MORD 1500 Spec- 6.40 | |||||
| 8Cement concrete with 2cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. Required for proper completion of work S.I, No. 279 (a). | |||||
| 9R.C.C. slab 1:2:4 cement and coarse sand and 20 mm gauge stone grit including all labour material .T&P etc. 284 | |||||
| 10Supply and fixing M.S. work for RCC work as per S.I. N0. 504 | |||||
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