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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC LOW BUDGET |
| 2 | L2₹1.2 Cr+₹38,533 (0.31%)Rejected-AOC | ₹1.2 Cr+₹38,533 (0.31%) | L2 | Rejected-AOC HIGH BUDGET |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
21 Aug 2024, 3:00 pmClosed
THE EXECUTIVE OFFICER
THE EXECUTIVE OFFICER METTUPALAYAM TOWN PANCHAYAT
Strengthening of B.T.Road at Ward No.13 Para Street , Para Street Ist Cross Lane, Para Street IInd Cross Lane,Para Street IIIrd Cross Lane,Para Street IVth Cross Lane, Para Street Colony, Para Street Colony Ist Cross Lane ,Para Street Colony IInd Cro
2024_DTP_473853_1
240/2024
Open Tender
Civil Works
Works
180 days
METTUPALAYAM TOWN PANCHAYAT
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.5 L
Yes
16 Oct 2024
17 Aug 2024
21 Aug 2024
17 Aug 2024
21 Aug 2024
17 Aug 2024
Amount
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing, Laying, Spreading and Compacting grading aggregates to WET MIX MECADAM Specification in 250mm thick in two layers each layer in 125mm thick including premixing the materials with water at OMC in mechanical mix plant. Cariage of mixed materials by tipper to work site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc complete 111,112,406 &900 MORTH Specification
Providing and applying of Prime coat using emulsion bitumen at the rate of 7kg per 10m2 over the WET MIX MECADAM Surface preparatory to another bituminous construction over it etc. complete. MORTH 502
Providing and applying of Tack coat over WMM Surface treated with prime coat using 2.50kg bitiminous emulsion per 10m2 As per 111,112,501,503,&900 MORTH Specification
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 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,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 labou 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 a sper specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete 40mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and 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 mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and 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-5
Collection and Spreading the U.S gravel including cost and conveyance of all materials from approved quarries as noted in the lead chart to the road site including loading, unloading and stacking them to departmental gauge for premeasurement including labour charges for spreading leveling to camber and consolidated by power roller etc complete as per MORTH Specification 401 and 1015.
Dismantling the Existing Damaged Plain Cement Conctrete and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications.
Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Plain cement concrete 1:4:8 mix ( One Part of Cement,Four Part of Sand and Eight Part of aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86
Vibrated Plain Cement Concrete 1:2:4 Mix (One part of cement, Two part of sand and Four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with standard. specifications.. TNDSS NO: 24
Plain Cement Concrete 1:1½:3 Mix (one part cement, One and half part sand and three part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Providing the 25m thickness of Granolithic pattern floor finish with Plain Cement concrete 1 : 2 : 4 mix using 10-12mm ISS HBG metalincluding cost and complete.
Providing Bitumen Pad12mm thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete.
MURUGESAN SANGAPILLAI (BID ID -1114565)
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