|
| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees 1 M girth on premeasurement …etc Complete as per the direction of the Engineer- in -Charge |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials at the dumping yard away from work site as per the specification and as directed by the Engineer-in-charge with all leads and lifts from the place of excavation complete.(Measurement will be taken on finished level section) |
| 3 | Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. |
| 4 | Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rod and labour for cutting, bending, binding and fixing of M.S. rod) with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. |
| 5 | Supplying, fitting & placing uncoated HYSD bar reinforcement (inclusive of over lap & wastage) for R.C.C. work including cutting, bending, binding and tying the grills and placing in correct position including cost, conveyance, taxes of HYSD bars & binding wire of 18 to 20 gauge with cost of all labour, T&P, workers welfare cess etc complete as per approved specification and direction of the Engineer -in- Charge. |
| 6 | Providing weep holes in brick masonary/ Plain/Reinforced cement concrete in abutment, Return wall, return walls, wing walls, trough walls with 50mm dia. A.C. Pipe extending through the full width of the structure with slope of 1V: 20H towards the drawing face including providing filter media with stone crushed aggregates with cost, carriage, royalty and taxes of all materials and cost of all labour ,T&P, workers welfarecess etc. complete and as per the direction of the Engineer-in- charge |
| 7 | Filling in foundation and plinth with excavated earth with all leads, lifts & delifts including making arrangement for carriage of water and with cost conveyance of all materials, labour required for the works including watering and ramming etc. complete and including supply of labour and T & P required for the work complete in all respects as directed by the Engineer-in-Charge. |
| 8 | Rigid smooth centering & shuttering for plain C.C / R.C.C. works in walls including removing the same after specified days of casting with cost of all labour, T&P, nail, workers welfare cess etc. complete as per approved specification and direction of the Engineer-in- Charge |
| 9 | Loosening,leveling and compacting original ground to facilitate placement of first layer of embankment,scarified to a deoth of 150mm,compacted at OMC to achive minimum dry density conforming to table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 10 | Supplying approved quality of coarse sand and laterite moorum for road work, conveying to the work site admixing the both in 40(sand) : 60(moorum) proportion and laying the admixture in sub base in layers not exceeding 100mm in thickness, watering and compacting to the required density with P.R.R. including hire and running etc. complte as per direction of the Engineer-In-Charge. |
| 11 | Providing, laying, spreading and compacting stone aggregates of IRC- Grade-II (63mm to 45 mm ) to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying, and brooming requisite type of screening/blinding materials to fill up the interstics of coarse aggregate, watering and compacting to the required density as per clause 404 of MORST&H specification for road & bridge work ( 4 th Revision) and as directed by the Engineer-in- Charge. |
| 12 | Providing, laying, spreading and compacting stone aggregates of IRC- Grade-III (53mm to 22.4 mm ) to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying, and brooming requisite type of screening/blinding materials to fill up the interstics of coarse aggregate, watering and compacting to the required density as per clause 404 of MORST&H specification for road & bridge work ( 4 th Revision) and as directed by the Engineer-in- Charge. |
| 13 | Providing Primer Coat with bitumen emulsion on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 14 | Providing Tack coat with bitumen emulsion on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 15 | Providing and Laying 20 mm thick premix carpet using 0.18 cum of 13.2 mm and 0.09 cum of 6mm size chips and 14.60 kg penetration grade of bitumen for 10 sqm including hand packing to proper camber consolidation with PRR, bitumen mixtures, tar boiler and all other T&P articles including cost and conveyance of chips and bitumen complete as per specification and direction of the E.I.C. As per A/R 2006, P- 147, Item No- 21 |
| 16 | Providing and laying 6 mm thick precoated Seal Coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.(With H.M.plant) |
| 17 | Binding Road surface with sand 6mm thick including cost carriage Royalties and all taxes etc. complete as per direction of the Engineer-in-charge. |
| 18 | Collecting, conveying and stacking at work site good quality moorum from approved quarry and spreading on the metaling surface not exceeding 10mm, watering and compaction with PRR and all leads, lifts and delifts laying in layers including cost, carriage & royalty of moorum and all labour charges etc. complete as per direction of the Engineer-in-charge. |
| 19 | Rough stone dry packing in aprons & revetments to all heights & thickness using hard stones 15 cm to 30cm of approved quality free from weathered skin including filling the interstices including cost of materials, labour & T & P materials required for this work,royalty etc complete in all respect as directed by the Engineer-in-charge. 13860.0 38808.0 3528.0 Please Enable Macros to View BoQ information |
