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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹39.1 L+₹1.0 L (2.64%)Rejected-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | 2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹39,000
Closing Date
30 Jun 2023, 3:00 pmClosed
The Project Director
DRDA Namakkal
Strengthening/Periodic Renewal and Five year Maintenance of 1 Road works in Namakkal Block of Namakkal under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 25 Percent Component- 2022-23 and 2023-24 15 /NKL/MGSMT 2023-24
2023_RDTN_328511_15
DIPR/3073/Tender/2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Namakkal
Required Documents as per schedule
4 documents required · 4 mandatory
₹0
₹39,000
Yes
DRDA Namakkal
9 Aug 2023
17 Jun 2023
30 Jun 2023
17 Jun 2023
30 Jun 2023
21 Jun 2023
21 Jun 2023
Amount
Strengthening the Road from from Namakkal Nainamalai road to Marurpatty Limit (Via) Semparaipudur. H/O Marurpatty Km 0/00 - 1/000 (R-122)
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Picking 5 cm to 10 cm old metalled surface and sectioning including all labourcharges.etc. complete.
Earth work excavation and depositing on bank with intial lead and lift in hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. 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 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 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.
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
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.
Provision for Road Marking including all cost and conveyance labour and Material charge etc, Complete
Providing and fixing of Sign boards
60cm Equilateral tringle cautionary signboard
HM Stone
KM Stone
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 IRC-SP-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 carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
K. Veerappan
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