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Tender Value
₹33.5 L
EMD Value
₹67,000
Closing Date
3 Oct 2026, 12:00 pm5d left
EXECUTIVE ENGINEER
DPCD2 GHAZIPUR
RENOVATION OF SERVICE ROAD OF KHALISPUR DY. FROM KM. 4.800 TO 7.000
2026_UPIDC_1190071_19
01 EE/2026-27
Open Tender
Civil Works
Item Rate
21 days
KHALISPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹67,000
Yes
26 Sept 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in Strenthening Outer slope and shoulder of bank of canal JCB/Porclain Machine including partial compaction in layer with initial lead upto 5 m each in all type of soil with disposal as directed by site incharge | 231 | CUM | - | - |
| 2 | W.B.M. G-3 Providing, laying, spreading and compacting stone aggregates of specific size (22.4-53 mm) to water bound macadm specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80 to 100 kn in stage to proper grade and camber mord specification 405.3 | 49.5 | CUM | - | - |
| 3 | Providing and laying primer coat with bitumen emulsion (ss2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using machanical means as per technical specification clause 502. | 660 | SQM | - | - |
| 4 | Providing and laying tack coat with bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 kg/sqm on prepared bitumibous surface vleanes with hydraulic broom as per technical specification clause 503. | 8,250 | SQM | - | - |
| 5 | Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.60 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on apreviously prepared base by manual MORD specification 508. | 8,250 | SQM | - | - |
| 6 | Providing and laying seal coat sealing the voids a bituminous surface laid to the specified level a grade and cross fall using type C as per technical specification clause 510. | 8,250 | SQM | - | - |
| 7 | Videography/Photography of canal and drain before work, during work and after work by drone camera. | 2.2 | KM | - | - |
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