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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | -0.20% | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.0 LAdmitted-Finance | +1.00% | ₹5.0 L | L2 | Admitted-Finance |
| 3 | L3₹5.0 LAdmitted-Finance | +1.25% | ₹5.0 L | L3 | Admitted-Finance |
Tender Value
₹5.0 L
EMD Value
₹49,558
Closing Date
22 Apr 2026, 2:00 pmClosed
EXCUTIVE OFFICER NP MAILANI
NP MAILANI
WARD NO 09 SALEEM KE MAKAAN SE HANSRAAJ KE MAKAAN TAK RCC ROAD EVAM NAALI NIRMAN KAYRA
2026_DOLBU_1135034_1
145/E-TENDER/NPMAILANI/2025-26
Open Tender
Civil Works
60 days
NP MAILANI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
EXCUTIVE OFFICER NP MAILANI
₹49,558
28 Apr 2026
10 Apr 2026
23 Apr 2026
10 Apr 2026
22 Apr 2026
10 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. with cartage 5.0 km distance to done from site. | ||||||
| 1.01 | Brick masonry work in 1:3 cement mortar complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.03 | 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 2% cement (OPC) rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 1.04 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (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 design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the 5 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 2Providing and laying cement concrete in ratio of 1:2:4 (1 Cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) including supply of all materials, labour and T&P etc required for proper completion of work | ||||||
| 2.01 | Providing and laying reinforced cement concrete M20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | - | Cum | - | - | BI01010001010000000000000515BI0100001125 |
| 2.02 | Supplying fitting and placing HYSD bar reinforcement in substructure/superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | - | Qtl | - | - | BI01010001010000000000000515BI0100001126 |
| 3Supply & Fixing of granite board. As per M.R | ||||||
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BOQ_2119835.xls
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estimate.pdf
Additional Documents • 1.85 MB
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