Construction of oily Maryog road Km0/0 to Km3/0 under SCSP

Amount

Earthwork in excavation for all type of road structures such as retaining wall, breast wall and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying plain concrete i.e. P.C.C. grade M-10 (ten) nominal mix 1:3:6 (One cement isto three sand isto six graded hard crushed stone aggregate 40 (forty ) millimetre nominal size) Mechanically mixed and vibrated and curing complete including the cost of form work in open foundations as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) as per MORD specifications including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm (sixty three millimetre to forty five millimetre ) grading-II(75mm seventy five mllimetre) consolidated thick to water bound macadam specification by mechanical means including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size11.2mm(eleven point two millimetre) nominal size at the rate 0.20 cum (zero point twenty cubic metre) and binding materials at the rate 0.06 cum (zero point zero six cubic metre) per 10 square merte (ten) and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D Technical Specification Clause 405, as per direction of Engineer-in-Charge including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm (Fifty three millimetre to Twenty two point four zero millimetre ) grading-III 75mm (seventy five mllimetre) consolidated thick to water bound macadam specification by mechanical means including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (Eleven point two millimetre) nominal size at the rate 0.18 cum (zero point one eight cubic metre) per ten square metre and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405, as per direction of Engineer-in-Charge including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Providing and applying primer coat by mechanical means 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, as per direction of Engineer-in-Chargeincluding carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Providing and applying tack coat by mechanical means 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, as per direction of Engineer-in-Charge including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimetre) compacted thickness by mechanical means composed of 13.2 mm to 5.6 mm (thrirteen point two milimetre to five point six milimetre ) course stone aggregates at the rate 0.27 cum. ( zero point two seven)cubic metre mixed with 14.6kg( fourteen point six )kilogramme per 10 Square metre( ten) bitumen VG-10 (viscosity grade ten) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggeregate in a suitable hotmix plant 30/40 (thirty obliq forty) tonne per hour capacity transporting mixed material and 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, as per direction of Engineer-in-Chargeincluding carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Providing and laying seal coat for sealing the voids in a bituminous surface by mechnical means laid to the specified levels, grade and cross falls using Type B as per MORD Technical Specification Clause 510 using VG-10 (viscosity 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 and rolling with power road roller 8-10 (eight to ten ) tonne capacity as per direction of Engineer-in-Charge including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

M/s rachin chaudhary

M/s Tanmit Construction

Deepak Attri

Hitender Krishan

AMIT SHARMA

CHANDAN SWAROOP