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| 1 | Labour for Removal of Cement Concrete Paver Blocks of different thickness & size/shape made by manualy over 50 mm thick Compacted bed of coarse sand, and remove the sand from the surface and stacking for reuse etc, all complete as Per Driection of Engg -In-Charge etc complete. |
| 2 | C:C (1:3:6) using 4cm size HGCB metal including the cost of all materials, labour, carriage royalty etc complete. |
| 3 | Labour charge for Laying Factory made Chamfered edge Cement Concrete Paver Blocks of required strength, thickness & size/shape made by table Vibratory method, to attain superior smoth finish using PU or Equivalent moulds, Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand, compacting and proper embedding/laying of interlocking Paver Blocks into the sand bedding layer through vibratory compaction by using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/Pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as Per Manufacturers Specifications and Driection of Engg -In-Charge.excluding cost of 80mmm thick C.C. Paver Blocks of M-35 grade With approved colour design Pattern etc. complete. |
| 4 | Providing and Laying Factory made Chamfered edge Cement Concrete Paver Blocks of required strength, thickness & sire/shape made by table Vibratory method, to attain superior smoth finish using PU or Equivalent moulde, Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand, copmacting and proper embedding/laying of interlocking Paver Blocks into the sand bedding layer through vibratory compaction by using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/Pattern, finishing and sweeping extra sand in footpath parks, lawns, drive ways, or light traffic parking and Lanes/fRead etc, all complete as for Manufacturers Specifications and Driection of Engg In Charge. 80mmm thick C.C. Paver Blocks of M-40 grade With approved colour design Pattern ete, complete. |
| 5 | CC ROAD: Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead and as per direction of EIC. |
| 6 | Earth work excavation in all kind of soil including moorum and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with initial lead of 0.50 m and initial lift of 1.5m and laying in layers not exceeding to 0.30 m and breaking clods and as per direction of E-I-C |
| 7 | Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of Engineer in-charge. |
| 8 | Filling F&P with sand well watered and rammed. |
| 9 | PCC in prop. (1:3:6) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C |
| 10 | M-20 grade using 20 mm size down grade H.G.C.B stone chips including the cost of all materials labour carriage, royalty etc complete. |
| 11 | Labour charges for cutting, bending, binding and tying the grill including the cost of MS rod with conveyance of all materials, labour T&P etc all complete. |
| 12 | Rigid smooth centering and shuttering for R.C.C works including falso works and dismantlling them after casting including cost of materials complete in G.F. |
| 13 | BT ROAD: Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous. |
| 14 | Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stagesto proper grade and camber applying and brooming requisite type of screening / binding materials to fill up the interstices of course agrregate watering and compacting to the required density as per clause 404 of MoSRT&H specificaton for Road & Bridge works. (Data for 360.00 Cum) |
| 15 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning the road surface spraying primer @0.60 Kg/sqm using manual means including cleaning the surface and applying primer coat as per clause 502 of MORTH Specification. |
| 16 | Providing Tack coat on prepared surface with bitumen emulsionpressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause -503 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 17 | Supplying all materials, labour, T&P for laying Dust with well watering and rolling with PRR etc. complete |
| 18 | Providind and laying \\"BITUMINOUS MACADAM\\" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRTISH specification for Road & Bridge works. Data for 205 Cum (450 Tonne) |
| 19 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MosRTSH specification for road and bridge work. |
| 20 | Labour for scrapping, cleaning the road surface applying tack coat using 3.00 Kg of bitumen for 10M2 and laying 75 mm. thick built up spray grouting in two layers 37.50 mm thick each layer using 0.45 Cum of 25 mm. to 40 mm. size hard grauite metal and 12.00 kg penetration grade of bitumen for 10.00M2 in each layer with 0.12. Cum of 12 mm. chips as key stone for 10M2 spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P.R.R. including hire and running charges of P.R.R and all other machineries but including costs and conveyance of bitumen metal and chips as per specification and direction of Engineer-in-charge. (Data for 5889M2) |
| 21 | Labour charges for Conveying Esmac PR compound to work site and laying over the pot hole or depression including compacting with HRR or rammer etc complete. |
| 22 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete. |
| 23 | Cost of Esmac PR compound to work site and laying over the pot hole or depression including compacting with HRR or rammer etc complete. Please Enable Macros to View BoQ information |
