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| 1 | Excavation of foundation in hard soil by manual means within initial lead of 50mtr and initial lift of 1.50mtr including rough dressing and breaking clods and levelling the bed etc complete as per specifications and direction of the Engineer-in-charge. |
| 2 | Collecting, Supplying, stacking and spreading good quality of Sand in foundation of bed including cost, conveyance with required leads,lifts and delifts, loading and unloading charges, royalty, taxes, labour cess of all materials complete and compacting the sand by required watering, including cost of costruction maintainance and dismantling of coffer dam, haul roadsand dewatering, lighting the entire working area including mobilisation and demobilisation and all incidental charges etc. complete the item of work in all respect as per approved drawing, design, specification and direction of the Engineer-In-Charge. |
| 3 | Dismantling and removing RCC columns beams slab staircase landing lintels including sacking the useful materials for reuse and removing the debris within 50m lead |
| 4 | Providing and laying plain/reinforced cement concrete to M-15 grade using 20mm size and down graded hard granite crusher broken stone aggregate with clean sharp sand and cement of approved grading and quality conforming to the specification mixing in concrete mixture with all leads,lifts ,delifts and transportation by mechanical/manual means including cost,carriage,royalty and taxes of cement,stone product and all other materials including dewatering by suitable means with all cost vibrating concrete by mechanical means, supplying tools and plants curing for specified days by suitable means, supervision charges, including mobilisation and demobilisation with cost of construction and dismentling of gangways and scaffolding,chute,coffer dam with all materials and maintenance of approach road, diversion road and site illumination etc.as per approved drawings and specifications complete with all costs incidental to the work and as directed by the Engineer-in-charge. |
| 5 | PCC/RCC work of M-25 grade with 20mm and down graded black hard granite (crusher broken) stone chips including cost, conveyance, labour,royality & T&P etc. complete |
| 6 | Providing, Straightening,Cutting, binding, bending and tying the grills and placing in position the reinforcement including lapping or welding wherw necessary incuding cost, carrage and taxes of tested, reinforcing bars, binding wires with all loads, lift & delifts, cost of all labour, including mobilisation and demobilisation supplying, running and mainntanance of all machinaries and equpments necessary for the work with all incidental charges, taxces, labour cess including cost of lat bars, chairs etc. to complete the item of work as per approved designs, drawings and specification and direction of Engg. in Charges. |
| 7 | Providing form work for concrete in canal structure with F2 finish using steel shutter plates of approve specifaction for all surface including supply of shutter plate and all other materials , T&P , labour and transportation of shuttering materials by mechanical/manual means and dismantaling and finish compete as with all cost for mobilisation and demobilisation ,coffer dam, diversion raod, approach raod & site illumination and all taxed, etc including all costs of incidental to the work as per specification and direction of the Engineer-in-charge. |
| 8 | 20mm thick grading plaster in Cement Mortar (1:4) over RCC roof finished smooth using approved quality |
| 9 | Filling of foudation and plinth with excaveted materials including watering and ramming etc. complete and as per direction of the Engineer-in-charge. |
| 10 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of sacrified material with in all lifts and lead upto 1000meters |
| 11 | Re-working of sacrified bituminous surface after suplementing base materials with and compacting with sand and compacting finished surface as per clause 501.8.3.2 of MoRT&H specification for Road and Bridge works (4th Revision) |
| 12 | Providing. Laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premix the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site to site. Laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibrator roller to achive the desired density as clause 406 of MoSRT&H Specification of Road & Bridge works (4th Revision) |
| 13 | Clearing the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks,sweeping with brooms of soft brushes and finally dusting with gunny bags and or compressed air to receive bituminous as per direction of Engineer-in-Charge. |
| 14 | Providing and laying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer 0.60 kg/sqm using mechanically/manually as per technical specification clause 502 of MORD for low porosity surface etc. complete as per direction of Engineer-in-Charge. |
| 15 | Providing, laying and rolling of open- graded premix surfacing of 20 mm. thickness composed of 13.2 mm to 5.6 mm aggregates with batch type hot mix plant and using 60/70 penetration grade of bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per Clause 511 of MOSRT&H Specifications for Road & Bridge works (4th Revision) |
| 16 | Providing and applying tack coat with bitumen 60/70 Grade bitumen distributor @ 0.30 kg/sqm on the prepared granular surfaces treated manually as per technical specification clause 503 of MORD etc.complete as per direction of the Engineer-in-Charge. |
| 17 | Providing for laying 6mm thick precoated seal coat type-B (precoated seal coat) using over the prepared base with premixed stone chips of size |
| 18 | Collecting, Supplying and spreading good quality sand 6 mm thick for binding road surface including hire charges of machinery site illumination, mobilisation, demobilization, construction of approach road, divertion road with its removal after completion of work with all leads, lifts delifts, T & P , all Taxes, labour, cess, complete as directed by Engineer-in-charge. |
| 19 | Supplying, collecting and spreading good quality graded moorum for laying as on ROAD surface in layers not exceeding 100mm , watering,compacting to the required density in OMC with PRR and all other labour charges, hire charges of machineries etc. including cost, conveyance, royalty all other labour charges complete as per direction of Engineer-in-charge. |
| 20 | Excavation of any approved type of soil in approved borrow area by mechnical means loading into and transpotation by mechnical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-in-charge. (measurement of the fill to be taken on the finished compacted section under OMC condition). Please Enable Macros to View BoQ information |
