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| 1 | Earth work excavation in all soils for foundation except hard rock requiring blasting with an initial lead of 10m and lift of 2m and depositing earth on bank for refilling asdirected by department offices etc., complete as per standard specification |
| 2 | Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete and other incidental charges etc., complete.as per standard specification |
| 3 | Steel shuttering with MS Sheets and MS angels including fixing in position with country wood scantlings for drain side wallsincluding cost and conveyance of all materials and all labour charges to site and other incidental charges etc., complete.as per standard specification 86 K, 86 A |
| 4 | Plain Cement Concrete 1:2:4 Mix (one part cement, three part M.sand and six 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. |
| 5 | Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete |
| 6 | Supplying, fabricating and placing in position TMTsteelBar for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complyingwith standard specifications and as directed by the deparmental engineers.TNBP No:30 |
| 7 | Granolythic Floor finishing with PCC 1:2:4 mixusing 10 to 12 mm Chips 25 mm tk including mixing and finishing to a well smoothened surface, watering cost and conveyance all materials and all labour and other incidental charges and other incidental charges etc., complete.as per standard specification. |
| 8 | 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 ofMORTH |
| 9 | Providing, laying, spreading and compacting stone aggregate to wet mix macadam 250mm thick specification including premixing the materials with water at omc in mechanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with pavers in sult base / base course on well prepard surface and compacting with vibratory roller to achive the desired density including cost of materials labour rentals for machinery fuel and all other incidentals charges etc complete as per clause 406 of MORTH REV -5 |
| 10 | Providing and layingPriming coat over WBM/WMM surface using 7Kg over WBM surface using of Emulsion Bitumen for 10 Sq.mand cost of Emulsion Bitumen will beborne by the contractor for procurement as per special condition appended including labour charges forbrushing, cleaning and preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for alltools andplantsemployed and other incidental charges etc., complete.as per standard specification 503,507 MORTH |
| 11 | Providing and layingPriming coat over WBM/WMM surface using 2.5Kg over WBM surface using of Emulsion Bitumen for 10 Sq.mand cost of Emulsion Bitumen will beborne by the contractor for procurement as per special condition appended including labour charges forbrushing, cleaning and preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for alltools andplantsemployed and other incidental charges etc., complete.as per standard specification 503,507 MORTH |
| 12 | Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumenfor 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 themix to uniform thickness of 50 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 505 of MORTH Rev-5 |
| 13 | 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 of2.36 mm & below with 45.27kgs of 60/70 Grade Bulk bitumen and 5.03kg 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 themix 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 |
| 14 | Supplying and filling of road sides (Red gravel) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 15 | Road marking with Hot Applied ThermoPlastic Compound with Reflectorising Glass Beads on Bituminious Surface Proving and Laying of Hot Applied thermoplastic Compound 2.5 mm thick inculding reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm exclusive of surface applied glass beads As Per IRC: 35 The finished surface to be level uniform and free from streaks and holes Inculding all Charges etc.., complete |
