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| Sl No | Description | Qty | Unit | M Karthik L1 | R.NIMRODE L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 1,571 | M3 | 78 ₹1,22,538 Lowest | 81.91 ₹1,28,680.61 |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 943 | M3 | 67 ₹63,181 Lowest | 70.47 ₹66,453.21 |
| 3.00 | 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 | 517 | M3 | 4,983 ₹25,76,211 Lowest | 5,230.39 ₹27,04,111.63 |
| 4.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high usin 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 | 135 | M2 | 293 ₹39,555 Lowest | 307.12 ₹41,461.2 |
| 5.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 517 | M3 | 6,985 ₹36,11,245 Lowest | 7,332.02 ₹37,90,654.34 |
| 6.00 | Supply and fixing of 12mm 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 (SOR Pg no 166) (incuidung labour 6.00 rs per sqm) | 218 | M2 | 479 ₹1,04,422 Lowest | 502.71 ₹1,09,590.78 |
| 7.00 | 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. | 269 | M3 | 1,958 ₹5,26,702 Lowest | 2,055.97 ₹5,53,055.93 |
| 8.00 | Providing and laying Prime coat of 7 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 manually etc., complete. | 3,586 | M2 | 78 ₹2,79,708 Lowest | 81.86 ₹2,93,549.96 |
| 9.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 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 manually etc., complete. | 3,586 | M2 | 17 ₹60,962 Lowest | 18.16 ₹65,121.76 |
| 10.00 | Providing and laying 50mm consolidated thick Dense Bituminous macadam using 0.40cum of 37.50-13.20mm,0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum 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 50mm 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 / 9m paver 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 505 of MORTH Rev-5 specifications. | 180 | M3 | 9,883 ₹17,78,940 Lowest | 10,373.16 ₹18,67,168.8 |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
20 Jan 2023, 3:00 pmClosed
THE COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION AVADI CHENNAI-54
Restoration Of Damaged CC and BT road at Sathya nagar periyar nagar main road, annamalai nagar main road, tnhb 97th street, Tagore street n to s, Pillaiyar koil 3rd cross, JB estate 21st Street at ACMC
2023_MAWS_281366_1
Roc No 6383/2022/E1-5
Open Tender
Civil Works
Fixed-rate
90 days
Zone 3
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.3 L
23 Jan 2023
12 Jan 2023
20 Jan 2023
12 Jan 2023
20 Jan 2023
12 Jan 2023
Amount
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
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
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high usin 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
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Supply and fixing of 12mm 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 (SOR Pg no 166) (incuidung labour 6.00 rs per sqm)
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/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 manually etc., complete.
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 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 manually etc., complete.
Providing and laying 50mm consolidated thick Dense Bituminous macadam using 0.40cum of 37.50-13.20mm,0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum 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 50mm 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 / 9m paver 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 505 of MORTH Rev-5 specifications.
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
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
R.NIMRODE
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