Construction of R.C.C. Bos Culvert Span 5x6.00 m Height 4.00 m to replace the existing causeway at Km-118 of the Sisaiya Dhaurahra Nighasan Palia Dhanaurghat Puranpur Road SH 101 in District Lakhimpur Kheri

Chief Engineer PWD Central Zone, Lucknow · Kheri, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

EMD: ₹20.1L
Published: 29 Sep 2026
Closing date: 05 Oct 2026
Status: open
Ministry: Public Works Department
Department: Central Zone
Office: Superintending Engineer, Sitapur/Kheri Circle

Description

Construction of R.C.C. Bos Culvert Span 5x6.00 m Height 4.00 m to replace the existing causeway at Km-118 of the Sisaiya Dhaurahra Nighasan Palia Dhanaurghat Puranpur Road SH 101 in District Lakhimpur Kheri.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Fixed-rate
Make in India (MII): No
MSE preference: No

Line items (26)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres asper morth specification no 202 morth item no 2.4 i i (B) — Qty: 157 Cum
Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. — Qty: 10000 Hr
Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. — Qty: 35 Nos
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. — Qty: 5300 Cum
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. morth specification no304 & item no 12.1 ,1 A ( i )by manual means excavation up to 3.0 m in ordinary soil — Qty: 1550 Cum
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. P.C.C M-10 in foundation — Qty: 128 Cum
Reinforced Cement Concrete RCC M-30 in Open raft Foundation complete as per Drawing and Technical Specifications.1500, 1700 & 2100. R.C.C M-30. — Qty: 1152 Cum
Supplying, fitting and placing HYSD bar reinforcement in Foundation, sub-structure & SuperStructure complete as per drawing and Technical Specifications1600,2200 — Qty: 118 MT
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 2706 & 2200 — Qty: 200 Nos
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications — Qty: 39 Cum
Drainage Spouts complete as per drawing and Technical specification — Qty: 20 Nos
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. — Qty: 25 RM
Back filling behind abutment, wing wall , return wall & floors complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Protection Work — Qty: 513 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 2504 Protection Work — Qty: 113 Cum
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Protection Work — Qty: 236 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 2504 Protection Work — Qty: 139 Cum
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 wit. Protection Work — Qty: 1050 Sqm
Construction of 1000 mm dia Np-3 H.P.For Diversion — Qty: 50 Rmt
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table No. 300-2.(morth item no 3.16- 305) Approch Road — Qty: 1050 Cum
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Approch Road — Qty: 115 Cum

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