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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Bid Value Amount Less |
| 2 | L2₹1.1 Cr+₹55,783.48 (0.53%)Rejected-Finance T V RENGANATHA PURAM ROAD PAPPAMMAL PURAM AUNDIPATTI THENI 625512 | AUNDIPATTI | THENI | TAMIL NADU | 625512 | ₹1.1 Cr+₹55,783.48 (0.53%) | L2 | Rejected-Finance Bid Value Amount Above |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
7 Nov 2024, 3:00 pmClosed
E O
Melachokkanathapuram Town Panchayat
Formation of BT Road at Ward 13 Thoddarayar Kovil Street Near to Sankarappa Naicker Kulam
2024_DTP_497004_1
211/2024
Open Tender
Civil Works
Works
180 days
Melachokkanathapuram Town Panchayat
As Per Tender Document
3 documents required · 3 mandatory
₹0
₹1.3 L
Yes
7 Nov 2024
26 Oct 2024
7 Nov 2024
26 Oct 2024
7 Nov 2024
26 Oct 2024
26 Oct 2024 - 7 Nov 2024
Amount
Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Providing and laying Prime Coat over WMM surface using 7 Kg of Bitumen Emulsion (SS1) per 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., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 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., complete as per Clause 503 of MORTH Rev-5
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30( 60/70) bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30t on capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and laying of hot applied thermoplastic compound f2.5mm thick including refllectorising glass beads @ 250grms 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 steaks and holes etc., complete as per MORT & H Specification NO.803
Providing and laying US Gravel to the specified thick including cost and conveyance of Us gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
Towards the charges for routline maintenance of the road work executed under NABARD 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 Clearing and Grubbing by light Jungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per MORTH Specification 111, 112, 201.Upkeeping 1st Year (50%
Upkeeping 2st Year (60%)
Upkeeping 3st Year (60%)
Upkeeping 4st Year (60%)
Upkeeping 5st Year (60%)
Earth work excavting and deposting on bank with initial lead of 10m & initial lift of 2m in Hard sriff clay, Stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with samll size bouders SS20A for making up the berms. as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH V th Revision [Twice in a Year] Upkeeping for 1st Year (40%
Upkeeping for 2st Year (40%)
Upkeeping for 3st Year (40%)
Upkeeping for 4st Year (40%)
Upkeeping for 5st Year (40%)
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributo at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mcchanical broom as per clause 5034 th year 3%
5 th year 5%
Providing and laying bituminous concreete 30 mm Consolidated thick using 0.13 cum of 19.00 - 9.50 mm 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40 mm with mcchanical rollers to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit. labour for attending ot paver site etc., including hire chares nad fuel charges for 20-30 ton CMP With bitumen boiler tipper, trucks, paver Finisher/9M. Vibrator rollers and all other tools and plants required. including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-54 th year 3%
5 th year 5%
S VELUCHAMY (BID ID -1179625)
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