C/O link road to police Chowki at Tikkar km 0/0 to 0/570

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Specification includibg Spreading in uniform thichness ,hand Packing rolling with Three wheel roller 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grade -2 as per MORD Technical Specification Clause 405 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and liftsas per entire satisfaction and direction of Engineer-in-charge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Specification includibg Spreading in uniform thichness ,hand Packing rolling with Three wheel roller 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grade -3 as per MORD Technical Specification Clause 405 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and liftsas per entire satisfaction and direction of Engineer-in-charge

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning the road surface with hydralic broom and spraying primer at therate 0.85kg (zero point eight five kilogramme) per square metre using mechnical means as per MORD technical specifictions Clause 502 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per square metre on the prepared granular surface and cleaned with Hydraulic broom as per MORD technical specification clause 503 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and per entire satisfaction and direction of Engineer-in-charge

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty millimetre) compacted thickness composed of 13.2 mm to 5.6 mm (thrirteen point two millimetre to five point six millimetre ) course stone aggregateseither using panetration gradeemulsion to M/S INDIAN OIL COPORATION lTD. M/S TOTAL OIL INDIAN PVT LTD. and M/SHINCOL@ 21.50 KG per 10 sqmo required line, grade and level to serve as wearing course on a previously prepared baseand laying with paver finisher and rolling with a three wheel 80-100 kN (eighty to hundred) capacity static road roller finished to required level and grades to be followed by seal coat of Type B as per MORD technical specification clause 508.2 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross falls using Type B as per MORD technical specification clause 510 using VG-10 (viscosting grade -ten) at the rate 6.8 kg. ( six point eight kilogramme) premixed with 0.06(zero point zero six) cubic metre of fine aggregate per 10 (ten) sqaure metre by mechnical means and rolling with power road roller 8-10 (eight to ten )tonne capacity and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

Excavation in soil in hilly area in all heights and depths in all kinds of soil by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m as per technical specification clause 1603.1with in all leads and lifts and other incidentals.

Earth work in excavation for all type road structure such as retaining wall breast wall, culverts drains and parapets etc in all type of classification of soil comprising of ordinary soil ,ordib=nary roack, hard rock,chiseling/ weding out of rock( where blasting is prohibited) as per drawing and MORD technical specification clause 305.1 and as per direction of the Engineer in Charge including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials up to any leads and lifts including dressing of sides and bottoms and backfilling in trenches with excavated suitable approved material to the original suface in layers not exceeding 150mm compacted thickness including shoring and strutting and pumping and bailing iut water( surface and sub soil water) up to any depth and any quantum of water including cleaning of slush which mar arise out during dewatering as per the direction og the Engineer in Charge includinh carriage of materials through all modes of transportation in all leads and lifts and other incidentials.

Providing and laying plain cement concrete Grade M-10 nominal Mix 1:3:6 (1 cement: 3 sand: 6 stone aggregate 20mm ) for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203) and as per the direction of Engineer in Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals.The rate include octroi, royality malkana, toll tax or any taxes including GST imposed by the Govt.

Providing and laying of boulder apron laid in wire crates with 4mm dia G.I wire conforming to IS 280 and IS 4826 100mm x10mm mesh(woven diagonally)including 10 per cent exta for laps and lints laid with stone boulders weghing not less than 25kg each as per drawing and technical specification within all leads and lifts as per directions of Engineer in charge

Random rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:6) including all leads and lifts as per HPPWD specifications of 1990 vol- 1 or as directed by the Engineer in Charge.

Providing and laying RCC NP2for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection work , back filling, concrete and masonary work in head walls and parapets clause 1108.900mm dia Hume Pipe as per the directions of Engineer in Charge.

Providing and laying rubble flooring as per technical specification clause 1303.3 with in all leads and lifts as per the direction of Engineer in Charge.

Backfilling behind abutment ,wing wall and return wall with Granular materials complete as per drawing and technical specification clause 1204.3.8 and as per the Direction of Engineer-in -charge including carriage of material through all modes of transportation with in all leads and lifts and other incidentials.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:6:12) 1 cement: 6 sand: 12 stone aggregate40mm ) with in all leads and lifts as per the directions of engineer in charge

Providing and laying concrete for plain/reinforced concrete in open foundation as per drawing and technical specifications clauses 802, 803, 1202, and 1203 (c/concrete 1:4:8) with in all leads and lifts as per the directions of engineer in charge

Construction of dry masonry in Retaining walls, breast walls, revetment walls and parapets etc. for structures complete as per drawing and technical specifications 704.6 &1302.5

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Lokinder Dhanta