Renewal coat on Theda, Rottanwala, Bersan, Panga, Baslon, Nandpur to Jattimajra km 0/0 to 6/400

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to all leads and dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil as per the direction of the Engineer In-charge

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203, 1:6:12 ( one cement: Six sand: twelve graded crushed stone aggregate) 40mm(twenty five mili metre) nominal sizeincluding carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing concrete for plain/reinforced concrete in open foundations mechanically mixed complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3.6 , including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(ne cement: two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 900 mm dia (nine hundred dia)including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing weep holes in stone masonry , plain reinforced concrete abutment , wing walls, return walls ,retaining walls with 100mm (Hundred millimetre) diameter, PVC pipe extending through the full width of the structures with a slope of 1 (one) vertical :20(twenty horizontal) toward drawing face complete as per drawing and M.O.R.D technical specification clause 614,709,1204.3.7 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Backfilling with granular material behind abutments , wing walls, return walls and retaining walls complete as per drawing and MORD technical specification clause 1204.3.8 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Providing and laying cement concrete 1:4:8curing complete including the cost of form work plain/reinforced concrete in retaining walls, breast walls as per drawing and HP.PWD Technical Specification. HPSR 2009 Item No. 11.14, including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion RS-1 using emulsion distributor @ of 0.25 to .30 per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per techanical specification clause 503. kg/sqm using mechanical means as per techanical specification clause 502.

Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with material with wayer at OMC in mechanical mixer(Pug mill) carriage of mixed material by tipper to site laying uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting barricading etc as per table 400.11 & techanical specification 406 by mechanical means. including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vivratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 509 complete in all respects.30 MM THICK, including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and laying hot thermoplastic paint strip 2.5mm (two point five milimetre) thick with imported road marking materials conforming to british specifiction 3262 wih 20 % (twenty percent) glass beeds having reflective of 1.5mm(one point five milimetre) with 75% (seventy five percent) spherical and indigenous or foreign plant having sufficient strength of with stand lieavy roar without deformation and having softening point 250' to 300 (two hundred fifty degree to three hundred degree)more than the climate temperature of the area in a width of 0.10 mtr.(zero point ten metre )strip in white colour according to ministry of Surface Transport specifications and IRC 35 and as per the direction of Engineer -in Charge including all leads and lifts and carriage of materials.

Scarifying Existing Bituminous surface to a depth of 150 MM and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per techanical specification clause 301.4. including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Construction of granular sub base by providing well graded material, mixing in a meachanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 metre spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and Laying of interlocking concrete block pavement having thickness 80 MM as per drawing and drawing and techanical specification clause 1504.(ISI Marked), including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.P.C.C. Grade M 20 (1:2:4), including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Hardeep Singh Bedi

Naranjan Dass

JAI PRAKASH RANOTE