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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance KAMARAJ NAGAR AVADI CHENNAI TAMIL NADU | CHENNAI | CHENNAI | TAMIL NADU | 600071 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹37,866 (0.22%)Admitted-Finance | ₹1.7 Cr+₹37,866 (0.22%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | k.r.sethupathi L2 | M Karthik L1 |
|---|---|---|---|---|---|
| 1.00 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 2,490 | M3 | 90.92 ₹2,26,390.8 Lowest | 93.92 ₹2,33,860.8 |
| 2.00 | Providing of Granular Sub base using 53-22.40mm (53mm metal, 46.50mm metal,45mm metal, 37.50mm metal,26.50mm metal, 25mm metal, 22.40mm metal) Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - IV No. 111,112,401,900. | 1,868 | M3 | 1,486.2 ₹27,76,221.6 Lowest | 1,489.2 ₹27,81,825.6 |
| 3.00 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 1,425 | M3 | 1,954.57 ₹27,85,262.25 Lowest | 1,957.57 ₹27,89,537.25 |
| 4.00 | Providing and laying Prime coat of 7 kgs to 10.00 Kgs /10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat Mechanically etc., complete. | 9,500 | M2 | 62.65 ₹5,95,175 Lowest | 65.65 ₹6,23,675 |
| 5.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS- 1) for 10 square meter area including labour charges for applying the required quantity of bituminous binder as tack coat using mechanically i.e Emulsion Pressure Distributor etc., complete. as per 503 of MORTH specification | 9,500 | M2 | 12.24 ₹1,16,280 Lowest | 15.24 ₹1,44,780 |
| 6.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum 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 worksite, 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 | 475 | M3 | 8,018.37 ₹38,08,725.75 Lowest | 8,021.37 ₹38,10,150.75 |
| 7.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal by adding theshredded plastic 10% of Bitumen quantity 5.03Kg (50.30x10%=5.03kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 kgs of hot bitumen VG30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10 sqm to lay 30mm complacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver ( Hydrostatic Paver finisher with sensor control ) to the specified grades and cross sections and consolidated by 80-100 KN Vibratory Roller / Pneumatic roller to there required density etc., inclduing labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks paver finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH REV -5 specifications. and IRC SP 098 for palstic waste usage | 285 | M3 | 8,183.19 ₹23,32,209.15 Lowest | 8,186.19 ₹23,33,064.15 |
| 8.00 | Raising of 60cm dia existing manhole using P.C.C 1:2:4 using 20mm metal including Centering and grouting with CC 1:2:4 using 20mm B.G.Jelly rendering the top surface smooth with cement etc, complete for 1 Manhole. | 30 | Nos | 3,402.36 ₹1,02,070.8 Lowest | 3,405.36 ₹1,02,160.8 |
| 9.00 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes all complete as per Technical specifications and as directed by the Engineer - in- Charge | 380 | M2 | 882.88 ₹3,35,494.4 Lowest | 885.88 ₹3,36,634.4 |
| 10.00 | Manufacturing, supply & fixing of Retro -Reflective Road name sign board single arrow big size 36" x48" inches size made out of wide angle cube corner micro prismatic grade sheeting conforming to IRC 67.2012 & Type XI standards conforming to IRC 67:2012 & Type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cm x 30cm x 45cm complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2012 Guidelness, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor. | 12 | Nos | 10,996.66 ₹1,31,959.92 | 1,099.66 ₹13,195.92 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
19 Feb 2021, 3:00 pmClosed
Commissioner
NM ROAD AVADI CHENNAI 54
Providing Black topping Road, Cement Concrete Road at Ward no 46, 47 and 48
2021_MAWS_192665_1
Roc 3194/2020/E1 -8
Open Tender
Civil Works - Roads
Fixed-rate
180 days
AVADI CITY MUNICIPAL CORPORATION
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.9 L
Yes
AVADI CITY MUNICIPAL CORPORATION
4 Mar 2021
29 Jan 2021
23 Feb 2021
29 Jan 2021
19 Feb 2021
29 Jan 2021
5 Feb 2021
Amount
Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
Providing of Granular Sub base using 53-22.40mm (53mm metal, 46.50mm metal,45mm metal, 37.50mm metal,26.50mm metal, 25mm metal, 22.40mm metal) Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - IV No. 111,112,401,900.
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs to 10.00 Kgs /10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat Mechanically etc., complete.
Providing and laying tack coat of 2.5 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS- 1) for 10 square meter area including labour charges for applying the required quantity of bituminous binder as tack coat using mechanically i.e Emulsion Pressure Distributor etc., complete. as per 503 of MORTH specification
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum 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 worksite, 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 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal by adding theshredded plastic 10% of Bitumen quantity 5.03Kg (50.30x10%=5.03kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 kgs of hot bitumen VG30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10 sqm to lay 30mm complacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver ( Hydrostatic Paver finisher with sensor control ) to the specified grades and cross sections and consolidated by 80-100 KN Vibratory Roller / Pneumatic roller to there required density etc., inclduing labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks paver finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH REV -5 specifications. and IRC SP 098 for palstic waste usage
Raising of 60cm dia existing manhole using P.C.C 1:2:4 using 20mm metal including Centering and grouting with CC 1:2:4 using 20mm B.G.Jelly rendering the top surface smooth with cement etc, complete for 1 Manhole.
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes all complete as per Technical specifications and as directed by the Engineer - in- Charge
Manufacturing, supply & fixing of Retro -Reflective Road name sign board single arrow big size 36" x48" inches size made out of wide angle cube corner micro prismatic grade sheeting conforming to IRC 67.2012 & Type XI standards conforming to IRC 67:2012 & Type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cm x 30cm x 45cm complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2012 Guidelness, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor.
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Providing and laying in position,Standardised Concrete Mix M 30 Grade Design Mix for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure)
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed
Supply and fixing of 25mm thick Bitumen Pad to the required depth of good quality. The rate shall inclusive of all charges such as labour charges, cutting charges etc, complete as per standard specification
k.r.sethupathi
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