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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Finance ITWA | -4.61% | ₹14.5 L | L1 | Admitted-Finance |
| 2 | L2₹15.1 LAdmitted-Finance | -1.00% | ₹15.1 L | L2 | Admitted-Finance |
| 3 | L3₹15.2 LAdmitted-Finance | -0.10% | ₹15.2 L | L3 | Admitted-Finance |
| 4 | L4₹15.2 LAdmitted-Finance | -0.05% | ₹15.2 L | L4 | Admitted-Finance |
Tender Value
₹15.2 L
EMD Value
₹1.5 L
Closing Date
13 Apr 2026, 2:00 pmClosed
E.O.
N.P. Ekdil
Tar Finishing and C.C. Work in Primary School and Other Work
2026_DOLBU_1129201_1
1366/EN/NPE/2025-26 /07
Open Tender
Civil Works
30 days
N.P. Ekdil
Tar Finishing and C.C. Work in Primary School and Other Work
2 documents required · 2 mandatory
₹1,850
Yes
E.O.
₹1.5 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 |
|---|---|---|---|---|---|
| 1Supply and Providing Desiicorn Bench tow seater size 42x34x30 inch Weight as per Market Rate | |||||
| 2 | M- 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) | 1 | Cum | - | - |
| 3M.S or Iron work of smile size and Section such as holding down bolts , Hold fast tieods grading Etc . S.I. 502. | |||||
| 412 mm think plaster 1: 4 cement & Coarse sand mortar as per S.I. | |||||
| 5Supply & Fixing Hand wash System & unseen Work | |||||
| 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 | |||||
| 7Reparing & w.C. and Urinal Etc. | |||||
| 8CConstruction 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 | |||||
| 9Earth work in Filling from out side of city 8 Km away. | |||||
| 10Proving G.I. barbed wire (Hot dip) Iron wire Faning three rows including fixing it to pst after stretching it including labour and too;s and Plants Etc required for proper complition of the work also including suplly of wire ( 14x14 SWG) with 100 MM Barb speching (@ 11.66 Mtr/ Kg Rate) and Excluding supply of post. as per S.I. No. 513. | |||||
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