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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 CrAccepted-AOC | ₹11.4 Cr | L1 | Accepted-AOC Least Rate Quoted |
| 2 | L2₹11.6 CrRejected-AOC NO 5 8 KANKATTI ALA PERIYAKUTTY MADUVU POST VAZHAPPADI TALUK SALEM 636101 | SALEM | SALEM | TAMIL NADU | 636101 | ₹11.6 Cr | L2 | Rejected-AOC High Rate Quoted |
Tender Value
Refer Docs
EMD Value
₹11.7 L
Closing Date
28 Dec 2023, 3:00 pmClosed
Additional Collectot Dev
DRDA, Collectorate Campus, Nagapattinam
Construction of Bridge Across Vettar River at 2/800 of Okkur - Vilambakkam Road in Okkur Panchayat Kilvleur Block in Nagapattinam District
2023_RDTN_395160_1
NABARD-Bridges/2023/NGT/Pkg-01
Open Tender
Civil Works - Bridges
540 days
Kilvelur Block
As per the Technical Bid
8 documents required · 8 mandatory
₹0
₹11.7 L
DRDA, Collectorate Campus, Nagapattinam
12 Jan 2024
1 Dec 2023
28 Dec 2023
1 Dec 2023
28 Dec 2023
1 Dec 2023
25 Dec 2023
Amount
Construction of Bridge across Vettaar river at 2/8 of Okkur - Vilambakkam road in Okkur Panchayat Kilvelur Block Nagapattinam District
Earth work excavation in all classes of soil except hard rock 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 whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO 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 incidential 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 FOUNDATION OF ABUTMENTS AND PIERS.
Providing and driving in position permanet M.S liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left peramnently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., complete
Reinforced cement concrete cast-in-situ bored piles of 1200 mm diameter M-35 grade Design Mix using 20mm & 10mm ISS size graded HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel including placing of reinforcement in position, concreting, including all labour charges for driving or boring, mobilisation of piling equipment and other accesssories required for driving the pile, cost of Bentonite solution and the temporary liners, chiselling and including forming of working platform over the river bed for accommodating piling eqipments including working platform, cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for the casting the pile caps, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications etc., complete for PILES UNDER ABUTMENTS,WINGS & PIERS.
Cement Concrete M-15, Nominal mix using 40mm, 20mm & 10mm ISS graded 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 LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS AND PIERS. Formwork - 0%
Vibrated reinforced cement concrete M35 grade Design Mix, using 20 mm & 10mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but 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 PILE CAPS UNDER ABUTMENTS, WINGS AND PIERS. Form work - 4%
Vibrated Cement Concrete of grade M35 (Design Mix) using 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 ABUTMENT and WING SUBSTRUCTURE. Formwork - 10%
Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20mm & 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 BED BLOCK CUM DIRT WALL OVER ABUTMENTS. Formwork - 10%
Vibrated reinforced cement concrete M30 grade, Design Mix, using 20mm & 10mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 PIER COLUMNS. Formwork - 10%
Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 10mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 CAPPING BEAM OVER PIER COLUMNS. Formwork - 10%
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm & 10mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for RCC PEDESTAL OVER ABUTMENTS AND PIERS. Formwork - 10%
Supply and fixing of Elastomeric bearing of size 50x32x6.4cm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications.
Vibrated reinforced cement concrete M-35, Grade, using 20mm & 10mm 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 charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for T-BEAM AND CROSS BEAMS. Formwork - 25%
Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm & 10mm 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 charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB. Formwork - 25%
Vibrated reinforced Concrete M-35, Grade, using 20mm, 10mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site 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 CRASH BARRIER OVER DECK SLAB. Formwork - 10%
Providing and fixing of Galvinised 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.
Vibrated Cement Concrete M-20, Grade, Nominal Mix, using 40mm, 20mm & 10mm 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,hire charges for tools and plants, including all other incidental rges,etc.,complete as per standard specification for PARAPET OVER WINGS. Formwork - 10%
Supplying and installation of COPPER SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications.
Vibrated Cement Concrete M15, Grade, Nominal Mix, using 40mm, 20mm & 10mm 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. Formwork - 0%
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm & 10mmISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS. Formwork - 0%
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm, 10mm IRC size 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 cost of 75mm uniform thickness over deck slab and approach slab.
Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS, -
Providing FILTER MEDIA behind Abutment and wing walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MOST well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete.
Filling behind Abutments and wings as per Appendix 6 of IRC: 78-2000 with clean gritty free draining gravel including cost and draining gravel having Ø value more than 35° 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 and lifts for water and all other incidental charges, etc., complete.
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever 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.
Upto 16mm dia.
Above 16mm dia.
Supply and fabrication of S-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, 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, S-240 grade
ABSTRACT FOR RCC PROTECTIVE WORK
Earthwork excavation in all calsses of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS208, including cost of all labour, equipments and all incidental charges such as 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 OF RETAINING WALLS. -1 Cu.m
Filling inside the foundation with Sand Gravel mix including cost & 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 allleads of water and all other incidental charges etc. complete for filling inside the raft.
Vibrated Cement Concrete of Grade M-15, Nominal Mix, using 40mm, 20mm & 10mm 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 LEVELLING COURSE BELOW FOOTINGS OF RCC RETAINING WALLS.-1 Cum.
Vibrated Cement Concrete of Grade M-30, Design Mix, using 20mm & 10mm 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 BASE SLAB OF RCC RETAINING WALLS.
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS- Formwork - 10%
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever 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.
ABSTRACT FOR APPROACH ROAD
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 for Carted Eath with a lead of 2km for formation of Approach Road.
Providing and laying Gravel soling for 150mm thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers.
Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading III of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications For Sand, Gravel & 6 mm Aggregate Mix.
Provding and Laying Water bound macadam Grading - II consisting of clean crused aggregates mechanically interlocked by rolling and bonding together with Screening binding materials and finised in acordance with the requirements of the specifications and thickness as per approved plans or as directed by engineer.
Provding and Laying Water bound macadam Grading -III consisting of clean crused aggregates mechanically interlocked by rolling and bonding together with Screening binding materials and finised in acordance with the requirements of the specifications and thickness as per approved plans or as directed by engineer.
Proivding and laying of tack coat using Bitumen Emulsion at the rate of 4 Kg per Ten Square Metre over the WBM surface treated with prime coat preparatory to another construction over it.
Providing and laying Compacting open grade Premix carpet 20 mm thick with a liquid seal coat which shall consist of open graded carpet of 20 mm thickness in a single course composed of suitable small size aggregates premixed with 60/70 Grade of Bituminous binder with application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specifications and laying seal coat over the OGPC
Initial Pile Load Test under Pier Pile Cap
Initial Pile Load Test under Abutment Pile Cap
Provision for Bridge Load Test
Sign board
Name board
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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