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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC 6TH CROSS STREET KAMARAJ NAGAR PALAYAMKOTTAI | PALAYAMKOTTAI | TIRUNELVELI | TAMIL NADU | 627002 | ₹2.1 Cr | L1 | Accepted-AOC Quoted Lowest rate and
Executed Agreement on 14.06.2023 after negotiation |
| 2 | L2₹2.1 Cr+₹5.9 L (2.87%)Rejected-Finance | ₹2.1 Cr+₹5.9 L (2.87%) | L2 | Rejected-Finance L2 |
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
3 May 2023, 3:00 pmClosed
Additional Collector (Dev), DRDA ,Thoothukudi
O/O AC (D) / PD DRDA Thoothukudi
Thoothukudi District-MGSMT 2022-23-Strengthening/Renewal of 1 No of Rural Roads in Vilathikulam Block Package No.TN/TUT-46/MGSMT-2022-23
2023_RDTN_303653_45
CRDPR,Chennai Lr.No. DIPR/2018/Tender/2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Thoothukudi District
As per Tender Schedule
4 documents required · 4 mandatory
₹0
₹2.1 L
O/O AC (D) / PD DRDA Thoothukudi
27 Jun 2023
20 Apr 2023
3 May 2023
20 Apr 2023
3 May 2023
28 Apr 2023
26 Apr 2023
Amount
Strengthening of Neeravipudhupatti road km 0/0-4/2( R149)
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.km 0/0-4/2
Picking the existing BT surface up to 50mm thick including labour charges for picking clearing and levling the site nicluding allother labour charges. km 0/0-4/2
Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.km 0/0-4/2
Providing and Laying Red Gravel side berms including cost & 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 power roller , water sprinkler and all other incidental 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.
Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion including labour charges for preparing the surface for laying prime 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. km 0/0-4/2
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., km 0/0-4/2
BITUMINOUS CONCRETE 25, 30/40 mm Thick using cmp (Grade-11) Providing and laying Bituminius concrete to 25mm 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 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 turcks to paver site, spreading the mix to uniform thickness of 40mm mechanical paver to the specified grades and cross section s and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., inculding foe 20-30t CMP with bitumen boliler, tipper trucks, paver finisher/9m paver etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 MORT&H specification No.803
KM stone
HM Stone
Nameboard cum Citizen Board and Name board
60 cm Equilateral Triangle cautionary signboard
Repair work to existing CD work at 3253 and 3787 m
Centering charges for sides and soffits of R.C.C.works including labour etc., complete as per standard specification.
Below sill level
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Construction of Retaining Wall at ch 3787 m
Earthwork excavation for foundation in all clauses of soils such as red earth, hard stiff clay, stiff black cotton soil, shales, murrams, gravel, hard rock not requiring blasting etc, complete, for foundation
Filling with river sand for foundation and basement including cost and conveyance of sand and labour charges for filling etc, complete.
Cement concrete 1:4:8 mix, using 40mm ISS,HBG metal including cost and conveyance of materials and labour charges for laying, compacting, curing etc,complete,
Supply and erection of centering for sides and soffits of concrete works including necessary supports and strutting for plane surfaces such as RCC slab, lintel, beam, column, sunshade etc, complete
Providing weep holes with Brick Masonry/ Stone Masonry, Plain Cement /Reinforced Cement Concrete, wing wqall, return wall with 10 mm dia
Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Crash barrier at Ch 3600-3700 m
Providing and erecting single sided double guard metal beam crash barrier system 1.70m height comprising of 3mm thick wall w beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized using zinc mass 550gms/sqm,minimum 950mm above road/ground level fixed on ISMC series channel vertical post 150x75x5 mm spaced 2 m centre to centre 312mmx83mm flange with x3mm thick,4318 mm long post directly embedded in the concrete M15 pit size 350x350x800mm for a depth of 750mm below round.All fixing bolts and nuts hot dip galvanized conforming to IS1367 clause 4.60 all complete as per Technical Specification
Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.
For the second six months 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 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}
RATHAKRISHNAN R
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