Tender For Construction Of Bridge At Km.1/10 Across Kudamuruty River & Km.3/8 Across Sullan River For The Main Work Of Formation Of Bypass To Valangaiman Town At Km.0/0 - 5/655 (Sub Work)
Tender Value
9.72 Crore
Estimated cost
Bid Submission
11 Nov 2026
13 days left
EMD
4.96 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvarur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Bridge At Km.1/10 Across Kudamuruty River & Km.3/8 Across Sullan River For The Main Work Of Formation Of Bypass To Valangaiman Town At Km.0/0 - 5/655 (Sub Work)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304 |
| 2 | Km.1/10 & 3/8 |
| 3 | Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts, as per SS20B including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing,and their subsequent removal, removal of all logs,stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION - FOOTING UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision) (including 600mm from the face of footing as per Cl.4.2.5.1 of IS 1200 (Part1)-1992). |
| 4 | Km.1/10 For Depth 4.00m to 5.00m |
| 5 | Km.1/10 For Depth 5.00m to 6.00m |
| 6 | Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts, as per SS20B including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing,and their subsequent removal, removal of all logs,stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION - RAFT SLAB,CUT OFF WALLS, LAUNCHING APRON & TOE WALL as per Section 300 of MoRT&(H) Specifications (Fifth Revision) including working space 600 mm from the face of cut off wall as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992. |
| 7 | Km.3/8 For Depth 3.00m to 4.00m |
| 8 | Km.3/8 For Depth 2.00m to 3.00m |
| 9 | Km.3/8 For Depth Below 2.00m |
| 10 | Compacted Plain Cement Concrete of grade M15 (Nominal mix ) using 40mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at depths, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for LEVELLING COURSE BELOW FOOTINGS as per Section 2100 of MoRT&(H) Specifications (Fifth Revision). |
| 11 | Km.1/10 |
| 12 | Compacted Plain Cement Concrete M20 (Nominal mix) using 40 mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, potable water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS, RETURN WALLS AND PIERS as per Sections 1500,1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). |
| 13 | Km.1/10 |
| 14 | Compacted Plain Cement Concrete of grade M10 (Nominal mix ) using 40mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at depths, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for LAYER BELOW RAFT SLAB as per Appendix-2 of IRC: 78 (Part-1) - 2024 & Section 2100 of MoRT&(H) Specifications (Fifth Revision). |
| 15 | Km.3/8 |
| 16 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,potable water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for RAFT AND CUT OFF WALLS as per Appendix-2 of IRC: 78 (Part-1) - 2024 & Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision). |
| 17 | Km.3/8 |
| 18 | Filling inside the Raft with well compacted M.sand , including cost and conveyance of sand to work site, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges, etc., complete.as per Appendix-2 of IRC: 78 (Part-1) - 2024 |
| 19 | Km.3/8 |
| 20 | Compacted Plain Cement Concrete of grade M20 (Nominal mix) using 40 mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site including cost of form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). |
| 21 | Km.1/10 & 3/8 |
| 22 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete as per relevant standard specification for BED BLOCK CUM DIRTWALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision). |
| 23 | Km.1/10 & 3/8 |
| 24 | Providing and fixing KRAFT PAPER for full width of deck seating including cost and conveyance to work site, labour for fixing the the same in correct position and all other incidental charges etc., complete |
| 25 | Km.1/10 & 3/8 |
| 26 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for DECK SLAB, KERBS & SAFETY KERBS as per Sections 1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision). |
| 27 | Km.1/10 & 3/8 |
| 28 | Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per relevant standard specification CRASH BARRIER as per Sections 811,1700 &2703.3 of MoRT&(H) Specifications (Fifth Revision). |
| 29 | Km.1/10 & 3/8 |
| 30 | Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per Standard Drawing SQ-701 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Cast Iron pipes and flats and fixing them in position, etc., complete as per Section 2705 of MoRT&(H) Specifications (Fifth Revision). |
| 31 | Km.1/10 & 3/8 |
| 32 | Providing and fixing PVC EXPANSION JOINT in 20mm wide expansion gap provided between deck slabs over Piers & in between dirtwall and deck slab over Abutments, as shown in the drawing including cost and conveyance expansion joints including bitumen pad, water stopper and joint sealant etc. complete as per Section 2600 of MoRT&(H) Specifications (Fifth Revision). |
| 33 | Km.1/10 & 3/8 |
| 34 | Compacted Plain Cement Concrete of grade M15 (Nominal mix ) using 40mm ISS size HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing, transporting, laying, and curing Concrete, working at heights, hire charges for Tools and plants , with all leads for potable water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision). |
| 35 | Km.1/10 & 3/8 |
| 36 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work,labour charges mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for SAFETY KERB RAMP as per Sections 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). |
| 37 | Km.1/10 & 3/8 |
| 38 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision). |
| 39 | Km.1/10 & 3/8 |
| 40 | Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with reinforcement at mid depth using ISS size HBG graded metal, including cost and conveyance of all materials to work site including cement at site,including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 1700 & 2702.2 of MoRT&(H) Specifications (Fifth Revision). |
| 41 | Km.1/10 & 3/8 |
| 42 | Providing and fixing weep holes with Class 1 PVC pipes of 100 mm dia for required lengths in Abutments and Return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 of MoRT&(H) Specifications (Fifth Revision). |
| 43 | Km.1/10 & 3/8 |
| 44 | Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material well packed in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-8 of IRC: 78 (Part I)-2024. |
| 45 | Km.1/10 & 3/8 |
| 46 | Filling behind Abutments and Return walls with filling material having an angle of internal friction not less than 35°, including cost and conveyance to work site, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges, etc., complete as per Appendix-8 of IRC:78 (Part I)-2024 and Section 305 of MoRT&(H) Specifications( Fifth Revision). |
| 47 | Km.1/10 & 3/8 |
| 48 | Granite rough stone dry packing for the specified thickness for apron using good size granite rough stone(weighing not less than 40kg) , properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidental charges betc,complete for LAUNCHING APRON as per Appendix-2 of IRC: 78 (Part-1) - 2024 & Section 2507.2 of MoRT&(H) Specifications (Fifth Revision). |
| 49 | Km.3/8 |
| 50 | Compacted Plain Cement Concrete of grade M15 (Nominal mix ) using 40mm ISS size HBG metal including cost and conveyance of all materials to site but including cost of formwork,soft water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for TOE WALL AROUND LAUNCHING APRON as per Appendix-2 of IRC: 78 (Part-1) - 2024 , Section 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). |
| 51 | Km.3/8 |
| 52 | Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per Section 1600 of MoRT&(H) Specifications (Fifth Revision). |
| 53 | Km.1/10 & 3/8 |
| 54 | Supply and fabrication of Mild Steel Grade - I steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete as per Section 1600 of MoRT&(H) Specifications (Fifth Revision). |
| 55 | Km.1/10 & 3/8 |
| 56 | Supply and fixing of High Quality PVC pipes of 160mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level,including labour charges for fixing and including all other incidental charges etc complete.,for providing utility services in footpaths. |
| 57 | Km.1/10 & 3/8 |
| 58 | Sub Total Bid Price (in figures) |
| 59 | GST @ 18% of above all Schedules (in figures) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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