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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC Below Est rate |
| 2 | L2₹2.0 Cr+₹4.1 L (2.12%)Rejected-AOC KARUR | ₹2.0 Cr+₹4.1 L (2.12%) | L2 | Rejected-AOC Above Est rate |
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
13 Jan 2025, 3:00 pmClosed
District Collector/Chairman
IInd floor, DRDA, Collectorate, Karur
Strengthening the road from Kondappanai kanur - Ponnaniyar Dam road Km 0/0-4/2 R55
2024_RDTN_514831_16
Karur District - NABARD - RIDF XXX - 2024-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
IInd floor, DRDA, Collectorate
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.0 L
IInd floor, DRDA, Collectorate, Karur
2 Apr 2025
31 Dec 2024
13 Jan 2025
31 Dec 2024
13 Jan 2025
2 Jan 2025
3 Jan 2025
Amount
Strengthening the road from Kondappanai kanur - Ponnaniyar Dam road Km 0/0-4/2 R55
Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Picking 5cm to 10cm old metalled surface and sectioning - 1sqm
Collection and supply of gritty gravel from appd 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
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 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.,
Providing and laying Bituminious concrete to 30mm 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 1.5m Culvert @ Ch. 3337m, 3775m & 4150m in the road from from Kondappanai kanur - Ponnaniyar Dam road
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Supplying and erecting centering shuttering including necessary supports for plane surface for concrete works
Below Sill
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Above Sill
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
1.5m Culvert @ Ch. 3337m
1.5m Culvert @ Ch. 3775m
1.5mCulvert @ Ch. 4150m
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
Provision for Road Marker/ Road stud with lens Reflector
Name Board
Sign Board -60Cm circle manditory
Sign Board -90Cm Octagen Board
Sign Board -60Cm Tirangle Board
Km Stone
HM Stone
Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years.
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
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)
SPE CONSTRUCTION (BID ID -1231439)
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