Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAccepted-AOC 2 10 SIVAGANGAI MAIN ROAD VARICHIYUR POST MADURAI 20 | MADURAI | TAMIL NADU | 625001 | ₹5.3 Cr Quoted ₹5.7 Cr | L1 | Accepted-AOC L1 contractor |
| 2 | L2₹5.8 Cr+₹11.0 L (1.92%)Rejected-Finance 15A2 1 INTUC 5 SANKARANKOVIL ROAD RAJAPALAYAM TALUK VIRUDHUNAGAR DISTRICT 626 117 | VIRUDHUNAGAR | TAMIL NADU | 626117 | ₹5.8 Cr+₹11.0 L (1.92%) | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | RAM CONSTRUCTIONS L2 | M/S.S.K.CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Name of Work:-Construction of Minor Bridge at Km 1/020 Kalikappan to mailangundu road (R 158) in Thindiyur Panchayat Madurai District | |||||
| 2.00Dismantling of Existing Structures like culverts, bridges and other structure | |||||
| 3.00 | Removal of PCC | 75 | Cum | 960 ₹72,000 | 934 ₹70,050 Lowest |
| 4.00 | Removal of RCC | 209.25 | Cum | 554 ₹1,15,924.5 | 545 ₹1,14,041.25 Lowest |
| 5.00 | Earthwork Excavation in all classes of soil Except Hard Rock Requiring Blasting and depositing on bank with all specification for DRESSING THE BED UP TO SILL LEVEL. | 365.03 | Cum | 141 ₹51,469.23 | 139 ₹50,739.17 Lowest |
| 6.00 | Earthwork Excavation in all classes of Soil Except for FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL, FLEXIBLE & RIGID APRON) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 387.74 | Cum | 523 ₹2,02,788.02 | 514 ₹1,99,298.36 Lowest |
| 7.00 | Earthwork Excavation in Soft Disintegrated Rock Not Requiring Blasting except hard rock requiring blasting and depositing on bank (OPEN FOUNDATION, CUT OFF WALL) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 814.25 | Cum | 666 ₹5,42,290.5 | 654 ₹5,32,519.5 Lowest |
| 8.00 | Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, Concrete (Levelling Course for Footing Under Abutment, Wing Wall & Piers Below Sill Level). | 38.77 | Cum | 5,856 ₹2,27,037.12 | 5,754 ₹2,23,082.58 Lowest |
| 9.00 | Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size HBG Metal including cost and Under Abutment, Wing Wall & Piers Below Sill Level | 512.15 | Cum | 11,062 ₹56,65,403.3 | 10,869 ₹55,66,558.35 Lowest |
| 10.00 | Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size HBG Metal; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, BELOW SILL LEVEL. | 38.88 | Cum | 11,701 ₹4,54,934.88 | 11,498 ₹4,47,042.24 Lowest |
Tender Value
₹5.1 Cr
EMD Value
₹5.3 L
Closing Date
19 Aug 2025, 3:00 pmClosed
Joint Director/Project Director DRDA Madurai
O/O of Project Director DRDA Madurai
Madurai District Construction of Minor Bridge at Km 1/020 Kalikappan to Mailangundu road (R158) in Thindiyur Panchayat of Madurai East Block under State Special Assistance (2025-26)
2025_RDTN_587324_2
DIPR/3980/TENDER/2025
Open Tender
Civil Works - Bridges
Item Rate
360 days
Madurai East
Refer Tender document
4 documents required · 4 mandatory
₹0
₹5.3 L
21 Sept 2025
1 Aug 2025
19 Aug 2025
1 Aug 2025
19 Aug 2025
1 Aug 2025
Amount
Dismantling of Existing Structures like culverts, bridges and other structure
Removal of PCC
Removal of RCC
Earthwork Excavation in all classes of soil Except Hard Rock Requiring Blasting and depositing on bank with all specification for DRESSING THE BED UP TO SILL LEVEL.
Earthwork Excavation in all classes of Soil Except for FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL, FLEXIBLE & RIGID APRON) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.
Earthwork Excavation in Soft Disintegrated Rock Not Requiring Blasting except hard rock requiring blasting and depositing on bank (OPEN FOUNDATION, CUT OFF WALL) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.
Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, Concrete (Levelling Course for Footing Under Abutment, Wing Wall & Piers Below Sill Level).
Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size HBG Metal including cost and Under Abutment, Wing Wall & Piers Below Sill Level
Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size HBG Metal; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, BELOW SILL LEVEL.
Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Sizecomplete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, ABOVE SILL LEVEL.
Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size for CIRCULAR PIER BELOW SILL LEVEL.
Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for CIRCULAR PIER ABOVE SILL LEVEL.
Vibrated Reinforced Cement Concrete of Grade M 30 using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for RCC CAPPING BEAM ABOVE COLUMN PIER.
Vibrated Reinforced Cement Concrete of Grade M30 using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.
Providing and Fixing Seepage Pipes of 100 mm dia PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.
Providing and Fixing Kraft Paper for full width of Seating of Deck Slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., compelte.
Vibrated Reinforced Cement Concrete M35 Grade using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel and cost of formworks including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for DECK SLAB.
Providing Filter Media behind the Abutments and Wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges "Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
Filling behind Abutments and Wings with Clean Gritty Gravel including cost and conveyance of gravel to worksite, 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 for FILLING BEHIND THE ABUTMENT AND WINGS.
Providing and Fixing PVC EXPANSION JOINT in between Deck Slabs Over Abutment and Pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar Pad and joint Sealent etc., Complete.
Vibrated Cement Concrete of Grade M 15 using 20mm ISS Size HBG Metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for BASECOURSE BELOW APPROACH SLAB.
Vibrated Reinforced Cement Concrete M30 Grade using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including cost of form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for APPROACH SLAB.
Vibrated Cement Concrete M30 using 20mm, 12mm IRC Metal HBG Graded Metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for Wearing Coat of 75mm Uniform Thickness Over Deck Slab and Approach Slab.
Vibrated Reinforced Cement Concrete M40 using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for CRASH BARRIER.
Vibrated Cement Concrete M20 Grade using 20mm, 12mm ISS Size HBG Metal including cost and form work and centering conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights for PCC PARAPET OVER WINGS.
Providing and Fixing of Cast Iron Drainage Spouts 100mm dia as per MOST drawing SD/205 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.
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe500, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and 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., including Wastage 5% complete, Fe500 Grade.
Cost of Bridge
Approach Road Estimate
Excavation Including Removal and Satisfactory Disposal of all Materials necessary for the Construction of Road Way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using the carted earth with a lead of 2km for Formation.
Compaction of 98%
Compaction of 100%
Collection and Supply of Gritty Gravel from approved quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, For SHOULDERS.
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 Soil Compactor to achieve the desired density, complete as per clause 401 GSB-III.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 150 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5.
Providing and Laying of Prime Coat using Emulsion at the Rate of 7 Kg Per Ten Square Meter over the WMM surface preparatory to another bituminous construction over it.
Providing and Laying Tack Coat Over WMM Surface (treated with Primer) using 2.5Kg of Bitumen Emulsion RS-1 for 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING CMP (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00 - 9.50mm. 0.17cum of 9.5 - 2.36 and below with 50.3kgs of VG30 / VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 - 30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory / phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges for 20 -30t CMP with bitumen boiler, tipper trucks,paver finisher / 9m paver finisher, vibratory / phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5.
Diversion road Estimate
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using the carted earth with a lead of 2km for Formation.
Compaction 98%
Construction of Granular Sub Base by providing Well Graded material (25 mm to 4.75 mm IRC HBG Metal @ 65%, 4.75 to 2.36mm IRC HBG metal @ 20% & 2.36 mm below IRC HBG metal @ 15%) & (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix - in - place method) GSB-III.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 100mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 100mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.
Providing and Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry.
PCC RETAINING WALL ESTIMATE- APPROACH SIDE
Earthwork Excavation in all Classes of Soil Except Hardrock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specifications for FOUNDATION UNDER RETAINING WALL.
Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Foundation Concrete (Below PCC Retaining Wall).
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footing under PCC RETAINING WALL.
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Stem of PCC Retaining Wall Concrete.
Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.
Cost of PCC Retaining Wall Approach Side
PCC RETAINING WALL ESTIMATE - RIVER SIDE
Earthwork Excavation in all Classes of Soil Except Hardrock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specifications for FOUNDATION UNDER RETAINING WALL.
Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Foundation Concrete (Below PCC Retaining Wall).
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footing under PCC RETAINING WALL.
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Stem of PCC Retaining Wall Concrete.
Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.
Cost of PCC Retaining Wall River Side
BED PROTECTION ESTIMATE
Earthwork Excavation in all Classes of Soil Except Hard Rock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specifications for FOUNDATION FOR RIGID APRON.
Vibrated Cement Concrete of Grade M15 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for FOUNDATION CONCRETE Base Course for Apron.
Vibrated Cement Concrete of Grade M-20 using 20mm, 12mm ISS Size HBG Metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for RIGID APRON.
Providing and Making Gabion Struture with mechanically woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per IS 16014:2021, MORTH Clause 2500, of required size, Mech Type 10 x 12 (D=100mm with tolerance of +- 2%) Zinc Coated, Mesh Wire diameter 3.0mm, mechanically edged / selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200mm as per drawing, all complete as per direction of Engineer-in-Charge.
Vibrated Reinforced Cement Concrete of Grade M 30 using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for CUT OFF WALL
WHITE WASHING AND PAINTING ESTIMATE
Whitewashing of Abutments, Piers & Wing Walls using two Coats of Freshly Burnt Shell Lime
Plastic Emulsion Painting for Crashbarrier and Handrails using two coats of Enamel Paint.
Provision for Sign Board (SB)
Provision for Reflectors (R)
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
RAM CONSTRUCTIONS (BID ID -1432382)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
BOQ_701677.xls
BOQ • 0.47 MB
02Meast.pdf
Tender Documents • 0.63 MB
177230797.pdf
Tender Documents • 0.29 MB
177230800.html
Tender Documents • 0.08 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .