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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance | ₹3.4 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.5 CrRejected-Finance | ₹3.5 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | KKS and Co L1 | Sri Vela Constructions L2 |
|---|---|---|---|---|---|
| 1.00Construction of Bridge across Muththa river at Azhagapuram to Sozhampattu road in Alathur panchayat in Kallakurichi Block | |||||
| 1.01 | 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 our water, providing and maintaining necessary cofferdams, 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 specification for DRESSING THE BED UP TO SILL LEVEL. | 373.71 | Cum | 172 ₹64,278.12 | 173 ₹64,651.83 |
| 1.02 | 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 our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and 3 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 specification for FOUNDATION (OPEN FOUNDATION,RAFT FOUNDATION,CUT OFF WALL FLEXIBLE & RIGID APRON) UNDER ABUTMENTS &PIER BELOW SILL LEVEL | 345.78 | Cum | 403.5 ₹1.4 L | 405 ₹1.4 L |
| 1.03 | 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 our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and 3 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 specification for FOUNDATION (OPEN FOUNDATION,RAFT FOUNDATION,CUT OFF WALL ) UNDER ABUTMENTS &PIER BELOW SILL LEVEL | 368.83 | Cum | 513 ₹1.9 L | 515 ₹1.9 L |
| 1.04 | Earthwork excavation in soft disintegrated rock hard not requiring blasting except 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 Bailing our water, providing and maintaining necessary cofferdams, 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 specification for TOE & CUT OFF WALL | 912.85 | Cum | 403.5 ₹3.7 L | 405 ₹3.7 L |
| 1.05 | Vibrated Cement Concrete of Grade M-15, Nominal Mix, using 20mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for ABUTMENT,WINGS AND PIERS (Below sill level) | 23.05 | Cum | 6,596 ₹1.5 L | 6,600 ₹1.5 L |
| 1.06 | Vibrated Cement Concrete M20 grade, Design Mix, using 20mm & 12 mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges |for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for TOE WALL / CUT OFF WALL | 100.32 | Cum | 8,211 ₹8.2 L | 8,300 ₹8.3 L |
| 1.07 | Providing and fixing 20 mm thick compressible fibre board in expansion joint 9complete as per drawing and technical specifications | 62 | Sqm | 196 ₹12,152 | 197 ₹12,214 |
| 1.08 | Vibrated Cement Concrete of grade M15 design Mix, using 20m19m5 .6a&} aum ISS size HBG graded metal including 12mm cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft wagter. abour 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 | 182.94 | Cum | 6,596 ₹12.1 L | 6,600 ₹12.1 L |
| 1.09 | Vibrated Cement Concrete of grade M15 design Mix, using 20m19m5 .6a&} aum ISS size HBG graded metal including 12mm cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft wagter. abour 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 | 182.94 | Cum | 7,231.5 ₹13.2 L | 7,300 ₹13.4 L |
Tender Value
₹3.6 Cr
EMD Value
₹3.6 L
Closing Date
22 Dec 2023, 3:00 pmClosed
Project Director
DRDA, Kallakurichi
Construction of Bridge across Muththa river at Azhagapuram to Sozhampattu road in Alathur panchayat in Kallakurichi Block in Kallakurichi District under NABARD RIDF XXIX 2023-24
2023_RDTN_399117_1
B7/2061/2023/001
Open Tender
Civil Works - Bridges
180 days
Kallakurichi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹3.6 L
Yes
DRDA, Kallakurichi
9 Feb 2026
13 Dec 2023
22 Dec 2023
13 Dec 2023
22 Dec 2023
13 Dec 2023
18 Dec 2023
Amount
Construction of Bridge across Muththa river at Azhagapuram to Sozhampattu road in Alathur panchayat in Kallakurichi Block
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 our water, providing and maintaining necessary cofferdams, 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 specification for DRESSING THE BED UP TO SILL LEVEL.
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 our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and 3 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 specification for FOUNDATION (OPEN FOUNDATION,RAFT FOUNDATION,CUT OFF WALL FLEXIBLE & RIGID APRON) UNDER ABUTMENTS &PIER BELOW SILL LEVEL
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 our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and 3 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 specification for FOUNDATION (OPEN FOUNDATION,RAFT FOUNDATION,CUT OFF WALL ) UNDER ABUTMENTS &PIER BELOW SILL LEVEL
Earthwork excavation in soft disintegrated rock hard not requiring blasting except 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 Bailing our water, providing and maintaining necessary cofferdams, 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 specification for TOE & CUT OFF WALL
Vibrated Cement Concrete of Grade M-15, Nominal Mix, using 20mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for ABUTMENT,WINGS AND PIERS (Below sill level)
Vibrated Cement Concrete M20 grade, Design Mix, using 20mm & 12 mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges |for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for TOE WALL / CUT OFF WALL
Providing and fixing 20 mm thick compressible fibre board in expansion joint 9complete as per drawing and technical specifications
Vibrated Cement Concrete of grade M15 design Mix, using 20m19m5 .6a&} aum ISS size HBG graded metal including 12mm cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft wagter. abour 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
Vibrated Cement Concrete of grade M15 design Mix, using 20m19m5 .6a&} aum ISS size HBG graded metal including 12mm cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft wagter. abour 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 Structure with Mechanically woven Double Twisted Hexaganal Shaped wire Mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size Mesh Type 10 x 12 (D =100mm with tolerance of 2 %) Zinc coated.Mesh wire diameter 3.0mm
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size |20 & 12mm HBG graded 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 footing under ABUTMENTS WINGS AND PIERS.
Vibrated Cement Concrete of grade M30 Design Mix, using 20mm & 12 ISS size HBG graded 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 SUBSTRUCTURE OF ABUTMENTS, WINGS, BELOW SILL LEVEL..
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size |20 & 12mm HBG graded 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 SUBSTRUCTURE OF ABUTMENTS, WINGS, ABOVE SILL LEVEL
Vibrated reinforced Cement Concrete of grade M 30 Design Mix 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 RCC Circular Column Pier Below SILL LEVEL
Vibrated reinforced Cement Concrete of grade M 30 Design Mix 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 RCC Circular Column Pier Above SILL LEVEL
Vibrated Reinforced Cement Concrete M 30, Grade, design mix using 20 & 12 mm ISS size HBG graded 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.
Vibrated Reinforced Cement Concrete M 30, Grade, design mix using 20 & 12 mm ISS size HBG graded 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 RCC COPPING BEAM ABOVE CIRCULAR COLUMN PIER
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required |lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill 14 arrangements with 100mm size broken granite chips at the periphery and |labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS 20 & 12mm size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, 16 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 DECK SLAB KERB
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20 mm & 12 mm ISS size hard granite broken graded 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 RCC HAND RAIL AND POSTS OVER DECK SLAB.
Vibrated reinforced cement concrete M 30 Grade, Design Mix using 20 mm & 12 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including 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 APROACH SLAB.
Vibrated Cement Concrete M20 grade design Mix using 20mm & 12 mm mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet over Wing Wall.
Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 2000, 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., complete, Fe.500 grade.
Providing filter media behind the material 53mm to abutments and wings with clean Il graded 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 CI. |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 ABUTMENTS 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 sealant etc, complete.
Whitewashing for Abutment and Pier Substructure using two coats of freshly burnt Shell lime including cost and conveyance and all labour charges
Plastic emulsion painting for handrail using two coat of enamel paint including cost and conveyance and all labour charges
Vibrated Cement Concrete M15 gradè, Nominal Mix, using 20mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges |for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal |including cost and conveyance of all materials to worksite and cement at site |including all labour charges for ixing 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 cost of 75mm uniform thickness over deck slab and approach slab.
Providing and fixing of cast 2597.25|etm 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 10Omm 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.
Diversion Road
Excavation including removal and |necessary for the satisfactory disposal of all materials construction of road way and side drains in accordance with 29 specifications and the lines,g rades and cross sections shown in the drawings |or as indicated by the Engineer using Carted Eath with a lead of 2km for |formation of Approach Road
Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading ll of MORTH Revision IV with and any other Granular material or a 20 Combination those of for 150 mm thick to give a CBR of 20 on prepared sub grade in accordance with the requirements of the specifications For Sand, Gravel & 6 mm Aggregate Mix
Providing and laying spreading and compacting graded stone aggregate to Wet |Mix Macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, |fuel and all other incidental charges etc., complete.
|Supply and fixing of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.
Approach Road
Excavation including removal and satisfactory disposal of necessary all materials for the construction of road way and side drains in accordance with 23 specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Eath with a lead of 2km for formation of Approach Road.
98 % COMPACTION
100 % COMPACTION
Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading ll of MORTH Revision IV with and any other Granular material or a 2 Combination those of for 150 mm thick to give a CBR of 20 on prepared sub grade in accordance with the requirements of the specifications For Sand, Gravel & 6 mm Aggregate Mix
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying Prime coat over the WMM surface using 7.00 Kg of |bituminous emulsion) for 10 sqm. Including cost of bituminous emulsion( SS-1) |including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer |including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying Tack coat over the Prime WMM surface usin8g9 .67|cum bituminous emulsion) for 10 2.50 Kg of sqm. Including cost of bituminous emulsion( RS-1) including labour charges for preparing the surface for laying tack coat and for 37 applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete |as per clause 503 of MOST specification.
Providing and laying Premix Carpet with Seal Coat Type A to 20 mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.7Omm with |23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and |conveyance of all materials to CMP site, heating the bitumen and aggregate |to required temperature and mixing them in required temperature in Central |Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver 37 site, spreading the mix to uniform thickness of 20mm with mechanical paver |to the specified grades and cross section and consolidated by 8-10T |vibratory/pneumatic roller to the required density etc., including abour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other |tools and plants required, including fuel and other incidental charges etc., |complete.- (Using Plastic Waste)
Retaining wall
Earthwork excavation in all classes of soil except hard |rock requiring blasting and depositing on all bank with 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 cofffer dams, 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 RETAING WALL.
Vibrated Cement Concrete of Grade M 15 Nominal |Mix using 20 mm 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 BELOW.
Vibrated Cement Concrete Grade M 20 Design Mix using 20 & 12 mm ISS size HBG graded metal |including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication |of steel but including 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 charges for tools and plants, including all other incidental charges etc., complete as per standard specifications for RETAINING WALL FOUNDATION.
Vibrated Cement Concrete of Grade M 20 Design Mix using 20 mm & 12 mm 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 SUBSTRUCTURE OF RETAINING WALL ABOVE SILL LEVEL
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for Retaining WallI including cost and conveyance of all materials to work site and labour charges for fixing, complete
Provision for Sign board
Provision for Photographic charges
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}
Sri Vela Constructions
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