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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC 350 SUDAKAR NAGAR NEAR BUS STAND VILLUPURAM 605 602 | VILLUPURAM | TAMIL NADU | 605602 | ₹37.2 L | L1 | Accepted-AOC yes |
| 2 | Rejected-Technical | - | - | Rejected-Technical Renwal and other documents not upto date |
Tender Value
₹45.5 L
EMD Value
₹45,450
Closing Date
19 Aug 2024, 3:00 pmClosed
EXECUTIVE OFFICER VIKRAVANDI TOWN PANCHAYAT
EXECUTIVE OFFICER VIKRAVANDI TOWN PANCHAYAT
Providing BT Road With Drain AT Kellankonthai in Vikravandi Town Panchayat
2024_DTP_470754_1
a1/88-1/2024
Open Tender
Civil Works
Works
180 days
Providing BT Road With Drain AT Kellankonthai in
as per tender notice and rules
2 documents required · 2 mandatory
₹0
₹45,450
Yes
25 Sept 2024
7 Aug 2024
19 Aug 2024
7 Aug 2024
19 Aug 2024
7 Aug 2024
7 Aug 2024 - 19 Aug 2024
Amount
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney eafth and eafth mixed with small size boulders SS.20B
Plain Cement Concrete 1:4:8 mix using 40 mm ISS HBG Jelly including cost & conveyance of all material to site and all labors etc complete.
Centering for sides and soffiots including necessary supports and strutting as directed by the departmetal officers. Rate for 10m2 for the following items (RCC floor slab, Rectangular/ Square, Tee/ Ell beams. Lintels.
Plain Cement Concrete 1:2:4 Mix (One part cement, Two part sand and four part of aggregate) 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 but excluding cost of reinforcement etc. Complete with std. Specifications.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
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 of prime coat using bitumen emulsion (SSI RC Drum) at the rate of 7 kg per 10sqm over the WMM surface preparatory to another construction over it. as per as per standar specification MORTH V
Providing and laying of tack coat using Bitumen Emulsion (RS1) at the rate of 2.5 kg per 10sqm over the WMM primed surface preparatory to another construction over it.as per as per standar specification MORTH V
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 30mm 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 50.30 kgs of 60/70 Grade Bulk bitumen 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
Providing and Laying of Hot applied Thermoplastic Compound of 2.5mm thick including refllectorising glass beads @ 250grams per sqm area thickness of 2.5mm is exclusive of surface applied glass beads per IRC:35 the Finished surface to be level,uniform and free from steaks and holes etc, Complete as per MORTH Specification NO.803 (ROAD EDGE PAINTING)
SriBalajiCivilConstructions (BID ID -1113092)
stage.html
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tech_eval.pdf
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aoc.pdf
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