Tender For Construction Of A 6-Meter Span Box Culvert To Replace The Existing Culvert At Langda Phatak Intersection At The 0-6 Km Mark On Tulsidas Marg
Tender Value
1.15 Crore
Estimated cost
Bid Submission
06 Nov 2026
6 days left
EMD
7.80 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
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A 6-Meter Span Box Culvert To Replace The Existing Culvert At Langda Phatak Intersection At The 0-6 Km Mark On Tulsidas Marg
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Marshy Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in Marshy Soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | 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. Ordinary soil, Mechanical Means (Depth 3 m to 6 m) |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15. |
| 5 | Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant & manual placing. |
| 6 | Plain/Reinforced Cement Concrete in raft, wall and Deck etc. complete as per Drawing and Technical Specifications. (M-30) R.C.C as per drawings reinforcement |
| 7 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 8 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 9 | 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. |
| 10 | Supply & Fixing of 100 mm dia Drainage Spouts of MS with gratings as per drawing including cost of all materials, labour, T & P etc. required for proper completion of the work as per drawing and Technical specification |
| 11 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 12 | 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. |
| 13 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification & MORTH 710.1.4.of IRC:78 & 2200. |
| 14 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Lead up to 12 km distance |
| 15 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete .As per Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST |
| 16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 17 | Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 18 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 19 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 20 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 21 | Supply and laying of 80mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 35Mpa and weight 4kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. |
| 22 | M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work but in M.S. Grills / Stair case railing / gates / trusher / racks etc. (SI No 502a) |
| 23 | Brick Work in 1:3 (One cement & three coarse sand) mortar.in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work (SI No 307) |
| 24 | 12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No 582) |
| 25 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 26 | Providing and laying hot applied thermoplastic compound 2.5 mm thick i/c reflectrorising glass beads @ 250.00 gm per Sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 including cost of all material , labour and T&P etc as per Table No.800-3 of clause MORTH Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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