Tender For Length Of Work Including Concrete Drain Cover From Pokhri No. 240 And 241 To Dhanapur Border Is 500 Meters.
Tender Value
55.98 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
13 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaunpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Length Of Work Including Concrete Drain Cover From Pokhri No. 240 And 241 To Dhanapur Border Is 500 Meters.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) includind lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251. |
| 2 | Concrete with 4 cm.gauge brick ballast,sand of 1.25 F.M.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273- |
| 3 | R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work.283 |
| 4 | R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work for slab . 284-b |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. DSR code no. 5.22.1 |
| 6 | M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as perS.I.No.305. |
| 7 | RCC Hume Pipes NP-3 inculidng collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement: 2 find sand) including testing of joints. (Dia - 1000 mm) |
| 8 | Struck pointing with cement mortar consisting 1 par cement and 2 parts of sand of 1.25 fineness modulus Including supply of all materials labour and T&P etc required for proper completion of the work. 574 |
| 9 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 12 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 100 kg/sqm using mechanical means as per Technical Specification clause 502. |
| 13 | Providing and applying Tack coat with bitumen emulsion R-S1 using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with Hydraulic broom as per Technical Specification clause 503 |
| 14 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.(By Mechanical means) |
| 15 | Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(By Mechanical means) |
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AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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