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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹24.2 L+₹3,960 (0.16%)Rejected-AOC | L2 | Rejected-AOC Second Lowest |
Tender Value
₹24.4 L
EMD Value
₹49,000
Closing Date
21 Oct 2024, 2:00 pmClosed
Executive Engineer Moosa Khand Dam Div Varanasi
Executive Engineer Moosa Khand Dam Division Sigra Varanasi
Renovation/Repairing of Canal Service Road of Sakaldiha Dy from Km 1.400 to 2.500
2024_UPIDC_965708_2
01 / EE / 2024-25
Open Tender
Civil Works
Item Rate
30 days
Vill- Chandpur to Rupetha Chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹49,000
13 Nov 2024
16 Oct 2024
21 Oct 2024
16 Oct 2024
21 Oct 2024
16 Oct 2024
Amount
Providing, Laying, Spreading and compacting stone aggregates of specific sizes (45 mm to 63 mm) to water bound macadam specification (G-2) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber as per MORD specification clause 405.2
Providing, Laying, Spreading and compacting stone aggregates of specific sizes (22.4mm to 53 mm) to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber as per MORD specification clause 405.3
Providing and applying Primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 Kg per sqm using mechanical means as per Techincal specification clause 502
Providing and applying Tack coat with bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 Kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical specification clause 503
Providing, Laying and Rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/ hour, laying & rolling with a smooth wheeled roller finished to required level & grades by Paver Finisher as per Technical specification 510
Providing and Laying of premix sand Seal coat type-B with HMP of appropriate capacity not less than 200 tonnes/ hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade as per Technical specification clause 511
Brick edging on both sides of road with First class brick 8 cm wide and 12 cm deep laid with mud mortar including all material, labour, T&P etc complete.
Earth work in canal with manual compaction and dressing with all lead lift in all types of soil including cost of material, labour, T&P etc. complete.
M/S DILAWAL SINGH
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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