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| 1 | Earth work in excavation of foundation and plinth including dressing & leveling the bed and depositing the excavated materials away from the work site with all leads, lifts & delifts etc. complete as per direction of the Engineer-in-charge. |
| 2 | Filling foundation and plinth with sand well watered and rammed including cost, carriage, royalty and all other taxes of materials etc. complete as per direction of the Engineer-in-charge. |
| 3 | Cement concrete (M-15) with 40mm size hard granite crusher broken Metal of approved quarry including hoisting,laying hire charges of concrete mixture, niddle vibrator, plate vibrator, Generater with transportation of material & machineries to the site including dewatering & cost, carriage, royalty and all other taxes of materials with curing for a required days etc. complete as per direction of the Engineer-in-charge. |
| 4 | CC (M-20) with 20mm & down graded size hard granite crusher broken Chips of approved quarry including hoisting,laying hire charges of concrete mixture, Generater with transportation of material & machineries to the site including dewatering & cost, carriage, royalty and all other taxes of materials with curing for a required days etc. complete as per direction of the Engineer-in-charge. |
| 5 | Rigid smooth centering & shuttering for CC/RCC works (Cut off and Raft) including false work and dismantling them after casting including cost, carriage and all other taxes of materials to the site of work etc. complete as per direction of the Engineer-in-charge. |
| 6 | Base of Column, Foundation, Plinth Band, Footing, Mass concrete etc. |
| 7 | Earth work in all kinds of soil excluding sand or sandy soil with mechanical carriage 5 k.m lead including rough dressing and benching old embankment and breaking clods 5cm to7 cm laying in layers not exceeding 0.30m depth. As per direction of Engineer-in -charges.( Royality shall be deduct from earth filling section )(Measurement to be taken on the finished compacted section & Earth shall be arranged by the contractor at his own cost & risk ) |
| 8 | Providing laying spreading & compacting stone aggregates of Grade-I metals of 90mm to 45mm size to water bound macadam specifications for compacted thickness of 100mm using 1.21 cum of metal 0.27 cum of stone screened dust & 0.08 Cum of binding materials for 10 sqm including spreading in uniform thickness, hand packing rolling with 3-wheeled steel roller 8-10 tones in stages to proper grade & camber applying & brooming crusher dust & binding materials to fill up the interstices, watering & compacting to proper density as per clause 404 of MoSRT & H specificationfor Road & Bridge works (4th revision) includingcost conveyance,royality & GST of all materials to all materials to work site etc complete as per direction of the Engineer in charge. |
| 9 | Providing & laying, spreading and compacting IRC Grade-III 53 mm - 22.4 mm metal to WBM specification including spreading in uniform thickness of 100 mm compacting to 75 mm, hand packing, rolling with three wheeled steel roller 8-10 ton in stages to proper grade and camber aggregates, watering & compacting to required density as per clause 404 of MORTH specification including cost, conveyance, royality, taxes all labour charges, hire & running charges of PRR etc. complete as per the direction of Engineer-in-Charge. |
| 10 | Providing and laying stone screen dust for sub-base in layers not exceeding 225mm watering & compacting to the required density in OMC with PRR including cost,conveyance,royality & GT of all materials to work site as per the specification and direction of Engineer-in-Charge. |
| 11 | Labour for scarping cleaning the road surface and applying tack coat using 3.00 Kg of bitumen for 10 sqm & laying 20mm thick premix carpet using 0.27 cum of 13.20mm to 5.60 mm size crushed stone chipping and 14.60 kg of penetrtion grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR, bitumen mitxtures, tar boilers, and all other T&P materials hire & running charges of PRR with cost, carriage, royalty of materials required etc.complete asper specification and direction of Engineer in Charge. |
| 12 | Providing Laying 6mm thick pre-coated seal coat Type-B using 0.06 cum to 6.70 mm & down graded size chips as per sieve analysis and 6.80Kg of bitumen per 10 sqm including hire and running charges of PRR, hot mix plant, tar boiler etc. and cost, conveyance, royalty of chips & bitumen and labour charges etc. complete as per direction of Engineer-in-charge. |
| 13 | Blinding road surface with sand 6mm thick including cost, conveyance, royalty, labour charges etc. complete as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
