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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAccepted-Finance | ₹42.8 L | L1 | Accepted-Finance Financial Qualified L1 |
| 2 | L2₹42.9 LAccepted-Finance | ₹42.9 L | L2 | Accepted-Finance Financial Disqualified L2 |
| 3 | L3₹42.9 LAccepted-Finance HALDWANI NAINITAL | ₹42.9 L | L3 | Accepted-Finance Financial Disqualified L3 |
Tender Value
₹42.9 L
EMD Value
₹85,500
Closing Date
28 Mar 2026, 12:00 pmClosed
DGM(T) HALDWANI
DGM(T) HALDWANI SHEESHAMBAG
Construction of CC road from Shanti Bhatt house in Kakraligate of mango orchard in Uchouligoth from Tanakpur Mandi Bichai to Sanjay Joshi house in Sailani Goth Gram Sabha Purvi Kharkwal Gali Chhinigoth construction of CC road
2026_UAPMB_93333_1
Niveda Construtions work Champawat 1834date 13.03.2026
Open Tender
Civil Works
180 days
Tanakpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
DGM(T) HALDWANI
₹85,500
2 Apr 2026
20 Mar 2026
28 Mar 2026
21 Mar 2026
28 Mar 2026
21 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 |
|---|---|---|---|---|---|
| 1Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressingof sides and bottom and backfilling in trenches with xcavated suitable material. Ordinary soil 11-1-1 | |||||
| 2Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 2-2 | |||||
| 3Brick masonry work in cement mortar in substructure complete excepting pointingand plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204In 1:4 Cement mortar 12-1-2 | |||||
| 4Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, 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 then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. 2-3 | |||||
| 5Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 . 12-3 | |||||
| 6Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. 2-6 | |||||
| 7Sign Board | |||||
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