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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.0 LAccepted-AOC | L1 | Accepted-AOC Quoted L1 Rate | |
| 2 | L2₹92.7 L+₹66,705.56 (0.72%)Rejected-Finance | L2 | Rejected-Finance Quoted L2 Rate |
Tender Value
₹93.5 L
EMD Value
₹94,000
Closing Date
18 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Project Director
DRDA Tiruchirappalli
Strengthening to the road Karuthakodangipatty to Therkkukalam road Manapparai Block of Tiruchirappalli District.pkg11
2025_RDTN_522563_11
E1/0009/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹94,000
DRDA Tiruchirappalli
28 May 2025
10 Feb 2025
18 Feb 2025
10 Feb 2025
18 Feb 2025
10 Feb 2025
10 Feb 2025
Amount
Strengthening to the Karuthakodangipatty to Therkku Kalam Road 0/0-1/6 R - 526 Package No 11.Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete.
Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil hard stiffcaly, stiff black cotton soil, hard red earth shales, murrams. Gravel stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil except sand and hard rock requiring blasting as per SS 20 A .
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% repectively) 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)
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction KM 0/0 - 1/0
Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER KM 0/800 - 1/000
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER KM 0/00 - 1/000
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 10sqm 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 foe 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.
Construction of 3.00m RCC Span Culvert Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Filling in foundation & basement with good river sand including cost and conveyanceof all labour char sand slacking ramming etc., complete.
Cement concretein C M 1:4:8 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For foundation & basement
Cement concretein C M 1:3:6 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For Abutment &wing CH-870
CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for laying mixing concrete curing compacting for labour with centering arrangement all includingcharges etc., completefor Bed Block
CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for laying mixing concrete curing compacting for labour with centering arrangement all includingcharges etc., completefor Bed Block
Supplying & fabrication of steel for RCC works including cost and conveyance of steel to site including labour charges for cutting bending and tying rods and placing the grills in position for premeasurement asper steel schedule.
Centering charges for the deck slab bottom to site including labour charges etc complete
Centering charges for the wall sides and deck slab sides to site including labour charges etc complete
RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for arrangement all includingcharges etc., completefor Deck Slab
Providing Bitumenpad arrangements etc Complete
Providing and Fixing Tar Paper for bearing between Bed Block and Deck Slab
Providing weepholes arrangements etc Complete
Construction of Retaining wall Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B CH-900-924
Filling in foundation & basement with good river sand including cost and conveyanceof all labour char sand slacking ramming etc., complete.
Cement concretein C M 1:4:8 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For foundation & basement
Cement concretein C M 1:3:6 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For Abutment &wing
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild officers including conveyance of all materials to site and proper centering etc complete.
Provision for HM Stone
Provision for KM Stone
Provision for Citizen Information Board
Provision for 60 Cm Equilateral Triangle Cautionary SignBoard
Provision for 60 Cm Circle Mandatory Sign
Provision for Chevron Sign 90 Cm Octogon (Curves)
ProviSion For Side Barriers
Provision for Road Stud
Road Marking with Hot Applied ThermoplasticComponand With Reflectorising Glass Beads On Bituminous Surface
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
THILLAI CONSTRUCTION (BID ID -1252903)
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