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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 4 243 MAIN STREET VANNIKONENTHAL TIRUNELVELI DISTRICT | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹7.8 L (6.16%)Rejected-Finance | ₹1.3 Cr+₹7.8 L (6.16%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical 6 14 ADAIKALAPURAM VANNIKONENTHAL MANUR TALUK TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
10 Jan 2025, 3:00 pmClosed
Project Director
DRDA,, Tirunelveli
Strengthening and Blacktopping of Melailanthaikulam To Kattarankulam Road in Manur Block
2024_RDTN_514654_4
A4/2799550/2024 Nabard road
Open Tender
Civil Works
Item Rate
180 days
Tirunelveli District
As per eligibility criteria of Technical bid
5 documents required · 5 mandatory
₹0
₹1.3 L
DRDA, Tirunelveli
25 Feb 2025
27 Dec 2024
10 Jan 2025
27 Dec 2024
10 Jan 2025
31 Dec 2024
30 Dec 2024
Amount
1) Strengthening and Black topping of Melailanthaikulam To Kattarankulam Road Km 0/0-3/090 in Manur block
Clearing andGrubbing road landing uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm,removal of the stumps such trees cut earlier and disposal of unserviceable materials and stacking of servicable materialsto be used or auctioned,upto lead of 1000m including and disposal of top organic soil not exceeding 150mm thicknes as per Technical specification Claus 201,(i) (A) -Scrub Jungle Clearance
Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4
Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. SS 20 A
Providing and Laying Gritty Gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
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 ncluding cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying Tack coat over WMM surface (Treated with Primer)using 2.50 Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer
Providing and laying Bituminious concrete to specified thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30 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 of Rumble strips with premix Bituminous carpet Providing Rumble strips covered with premix Bituminous carpet 20mm hgh at center 250mm vide placed at 1m center to center at approved locations to control speed market with white strips of road marking paintKm
Providing and laying of hot applied thermoplastic compound 2.50mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH&H specification No.803.
Provision of Hectametre Stone
Provision of Kilometer Stone
Providing and erecting cautionary, Mandatory and Informatory signs
Reflector
60Cm cirlce (Mandatory sign )
60Cm Equilateral Triangle (Cautinary) Sign board
Provision for Name Board etc complete
1) Relaying the existing bed level causeway at ch. 1100m - 1141m
Dismantling PCC for foundation including watering wherever necessary and laid in layers of not more than 15cm thick complacting etc, completed complying
Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.
Construction of un-reinforced dowel jointed at expansion and construction join only, plain cement concrete pavment, thickness as per design, over a prepared sub base. Itli 43 grade cement or any other type as per clause 1501.2.2 M30 coarse
2) Construction of Retaing wall ch 3000m
Earth work excavation in all clauses of soil with initial lead and lift except hard rock requiring blasting as per SS 20B for foundation etc., complete.
Cement concrete 1:4:8 mix using 40m ISS HBG metal including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing etc., complete.
Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.
Cement concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges for mixing, laying, compacting and curing etc., complete.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Maintenance 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 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 Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
N.MUTHUKUTTI (BID ID -1229571)
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