Tender For Construction Of Bridge Over Kali River Along With Approach Road & Protection Work At Near Kasganj Bypass Road - Bhaisora Khurd In Distt. Kasganj (U.P.)
Tender Value
11.13 Crore
Estimated cost
Bid Submission
24 Jul 2026
16 days left
EMD
22.27 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kasganj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Over Kali River Along With Approach Road & Protection Work At Near Kasganj Bypass Road - Bhaisora Khurd In Distt. Kasganj (U.P.)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Jul-2026 | Addendum No.-2 | Technical Bid | 24-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | FOUNDATION |
| 2 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location. Section 1 |
| 4 | Providing and constructing one span service road to reach island location from one pier location to another pier location. Section 2 |
| 5 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 6m dia. Well.Assuming depth of water 4.0 m and height of island 4.5 m. |
| 6 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification |
| 7 | Concrete in Well curb |
| 8 | Concrete in Well Steining |
| 9 | Concrete in False Stening |
| 10 | Concrete in Bottom Plugging |
| 11 | Concrete in Intermediate Plugging |
| 12 | Concrete in Well Cap |
| 13 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 14 | Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 15 | SANDY SOIL |
| 16 | Sinking - 0 - 3 M |
| 17 | Sinking - 3 - 10 M |
| 18 | Sinking - 10 - 20 M |
| 19 | Sinking - 20- 30 M |
| 20 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 21 | SUB STRUCTURE |
| 22 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 23 | Concrete in Pier |
| 24 | Concrete in Pier Cap |
| 25 | Concrete in Abutment Column |
| 26 | Concrete in Abutment Top Beam |
| 27 | Concrete in Bearing Pedestal |
| 28 | Concrete in Back Wall/Wing Wall |
| 29 | Concrete in Sesmic Stopper |
| 30 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 32 | SUPER STRUCTURE |
| 33 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 34 | Concrete in PSC Beam |
| 35 | Concrete in Cross Beam |
| 36 | Concrete in Deck Slab |
| 37 | Concrete in Wearing Coat |
| 38 | Concrete RCC Railing for foothpath |
| 39 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) |
| 40 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 41 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 42 | Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.) |
| 43 | Drainage Spouts complete as per drawing and Technical specification |
| 44 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications |
| 45 | Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. |
| 46 | Over Crash Barrier + Footpath |
| 47 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 48 | Painting Over Crash Barrier |
| 49 | Cost of Steel Pile Bridge |
| 50 | I - Year |
| 51 | II - Year |
| 52 | Approach Road |
| 53 | Construction of embankment with approved material obtained from borrow pits up to with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement as per specification. |
| 54 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORTH specification. |
| 55 | 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 |
| 56 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 509 complete in all respects |
| 57 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. |
| 58 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 59 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 60 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 61 | Bricks soling wih straight overburnt bricks laid as per pwd sor item no. 762 b chapter 5 |
| 62 | Construction of KC. Drain |
| 63 | Construction of Chute Drain |
| 64 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 65 | Supplying and installation of cateyes. |
| 66 | Supplying and instalation of Raod Signage |
| 67 | Supply and instolationn built up over head cantilever structure |
| 68 | Protection Work |
| 69 | Earth filling aroung the abutment |
| 70 | Filter media |
| 71 | Boulder Pitching |
| 72 | Boulder Apron |
| 73 | Labour Cess |
| 74 | Labour Cess @1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 16 daysJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysTender Documents
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