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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC 5 E B 607003 | CUDDALORE | TAMIL NADU | 607003 | ₹3.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 Cr+₹99,449 (0.31%)Rejected-AOC | ₹3.2 Cr+₹99,449 (0.31%) | L2 | Rejected-AOC L2 |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
26 Feb 2025, 3:00 pmClosed
Additional Collector(D)
DRDA, Cuddalore
Formation of road from VKT road to Thiruvennainallur (Antharasipettai link at Kalkunam Pt) in Kurinjipadi block under NLC CSR fund
2025_RDTN_523415_1
A6/2982/2024 NLC CSR FUND
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
As per tender
3 documents required · 3 mandatory
₹0
₹3.3 L
DRDA, Cuddalore
3 Apr 2025
7 Feb 2025
26 Feb 2025
7 Feb 2025
26 Feb 2025
10 Feb 2025
12 Feb 2025
Amount
Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth
Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification.
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
Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc Km 0/0-1/0
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) km .3/0-4/0
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.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
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
Provision for , Hm stone,
Provision for ,Km stone,
Provision for Name board
Provision for 60cm Equilateral Triangle Cautionary Sign Board
Provision for Road Marker/Road Stud With lensReflector
Provision for White Marking 4" Wide
SRI SEMBAIYANAR CONSTRUCTIONS (BID ID -1258500)
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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