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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC PLOT NO 7 SRI RAM NAGAR PERIYAKULAM ROAD THENI | THENI | THENI | TAMIL NADU | ₹1.1 Cr | 1 | Accepted-AOC ACCEPT |
| 2 | 2₹1.1 Cr+₹2.3 L (2.12%)Rejected-AOC | ₹1.1 Cr+₹2.3 L (2.12%) | 2 | Rejected-AOC REJECT |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
3 May 2023, 3:00 pmClosed
Project Director
1st floor, DRDA, Theni
Strengthening of road from Ramakrishnapuram Anganwadi to Muthayanchettipatti road Km 0/0-2/750 (R146)
2023_RDTN_307117_1
DIPR/2018/Tender/2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Theni
As per tender document
3 documents required · 3 mandatory
₹0
₹1.1 L
20 Jun 2023
26 Apr 2023
3 May 2023
26 Apr 2023
3 May 2023
26 Apr 2023
Amount
Clearing Scrub Jungle with uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all labour charges etc., complete.
Earth Work and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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 2/0 - 2/750
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
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WBM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WBM 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.,
Providing and laying Bituminous Concrete to 25mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 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 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Painting two coats on Concrete Surfaces Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surfaces as per drawing and technical specification clause 1701 of MORD.
Supplying and Fixing of Guard stone etc
Supplying and Fixing of KM stone etc 1.65x0.45x0.15
Supplying and Fixing of HM stone etc 0.75 x 0.23x0.10
Retro- Reflectarised Traffic Signs ( With definition board ) Type IV
60cm Equilatral Triangle Sign Board
80cm x 60cm Rectangular Board
Construction of 6m Span Culvert at Ch 2500m
Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation
Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.
Centering and shuttering charges for Culvert side work including cost and conveyance of all labour charges
Cement concrete 1:3:6 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.
Supply and errection of Centering for sides and soffits with M.S.Sheet and country Wood Props including hire charges for materials and all labour charges etc., complete
Supply and fabrication of steel including cost and conveyance of steel to site and cost of binding wire including all labour charges for cutting, bending,tying and forming grills for all works
RCC 1:1 1/2 :3 mix using 20 mm ISS metal including cost and conveyance if all materials to site and all labour charges for mixing laying finishing and curing etc., completed.
Provision for Tarpad for Expansion Joint
Provision for Kraft Paper
Provision for PVC Pipe for Wheepholes
Construction of Retaining Wall 300m
Earthwork excavation and depositing on bank with initial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum.
Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)
Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification
Provision for PVC Pipe For Wheepholes
Provision for Tarpad for Expansion joint
Towords the charges for GI Name board
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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}
VEERA CONSTRUCTIONS
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