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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.9 LAccepted-Finance | ₹30.9 L | L1 | Accepted-Finance Financial qualified L1 |
| 2 | L2₹30.9 LAccepted-Finance | ₹30.9 L | L2 | Accepted-Finance Financial Disqualified L2 |
| 3 | L3₹31.4 LAccepted-Finance | ₹31.4 L | L3 | Accepted-Finance Financial Disqualified L3 |
| 4 | Not Admitted-Fee/PreQual/Technical REGISTERED OFFICE 5TH FLOOR KAILASH 26 KASTURBA GANDHI MARG NEW DELHI 110001 INDIA CORPORATE OFFICE 76 C INSTITUTIONAL AREA SECTOR 18 GURUGRAM INDIA | NEW DELHI | DELHI | 110001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹31.0 L
EMD Value
₹75,000
Closing Date
27 Mar 2026, 12:00 pmClosed
DGM(T) HALDWANI
DGM(T) HALDWANI SHEESHAMBAG
Construction work of CC road in Village Govindpur Garhwal Bajrang Colony Phase 1 and Phase 2 under Haldwani Mandi area.
2026_UAPMB_93332_1
Niveda Construtions work Haldwani 1821 date 12.03.2026
Open Tender
Civil Works - Roads
180 days
Haldwani
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
DGM(T) HALDWANI
₹75,000
31 Mar 2026
20 Mar 2026
27 Mar 2026
21 Mar 2026
27 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 specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 11-1-1 Ordinary soil | |||||
| 2Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work. as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 2-2 | |||||
| 3Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:4 Cement mortar 12-1-2 | |||||
| 4Gravel/Soil-Aggregate Base (Table 400.2) Grading B Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 4-2-2 | |||||
| 5Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) 4-9 | |||||
| 6Cement 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 M30, 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 and laying and fixing of 125 micron thick polythene film, 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 | |||||
| 7Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 13-6-2 | |||||
| 8Sign Board | |||||
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