Construction work of 3x5x5 m Box Culvert on Kakori-Jehta road to Haluwapur Via Katauli Road in Lucknow district.
Chief Engineer PWD Central Zone, Lucknow · Lucknow, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹84.1L
- EMD: ₹6.2L
- Published: 29 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: Public Works Department
- Department: Central Zone
- Office: Construction Division-2, Lucknow
Description
Construction work of a box culvert measuring 3x5x5 meters on Kakori-Jehta road to Haluwapur via Katauli Road in Lucknow district, including earthwork, concrete, reinforcement, and related civil works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (19)
- Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. — Qty: 235 Cum
- Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. — Qty: 235 Cum
- Earthwork 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 other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. — Qty: 163 Cum
- Sand Filling in Foundation below Box Culvert base as per Drawing & Technical specification. — Qty: 20 Cum
- Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. — Qty: 34 Cum
- Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5. — Qty: 250 Cum
- Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202. — Qty: 275 Qtl
- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. — Qty: 75 Cum
- Construction of subgrade with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 complete in all respects. — Qty: 7100 Cum
- 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. — Qty: 81 Cum
- Providing ,Laying ,spreading Material on a prepared sub base,cement@4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfied compressive strength and to form a layer of base. — Qty: 79 Cum
- Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.3 kg per sqm on the prepared surface cleaned hydraulic broom. — Qty: 800 Sqm
- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (80/100) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP plant, laying with Paver 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 either Type C as per Technical Specification Clause 508. — Qty: 800 Sqm
- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using bitumen (80/100) for Type C as per Technical Specification Clause 510. — Qty: 800 Sqm
- Laying reinforced cement concrement pipe 1000mm Dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets. — Qty: 22.5 Rm
- Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412. — Qty: 260 Sqm
- Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. — Qty: 183 Cum
- Providing and laying Boulders apron on river Bed for protection against scour with stone boulders weighting not less than 40 kg each complete as per drawing and technical specificatin. — Qty: 90 Cum
- Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per MORT&H Specification No. 2504 (40-65 kg.). — Qty: 93 Cum
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