C/O link road to Village Upper Kuffa km 0/0 to 0/900 Formation cutting 2.75/5.00 Mtrs. wide with road side protection work km 0/0 to 0/900

Amount

Excavation in hilly areas in all heights and depths and in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil ,ordinary rock ,soft rock ,hard rock chiseling/wedging out rock(where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the lines, grades, width, cutting and trimming of side slopes and levels as shown on the drawings and as directed by Engineer-in-Charge at site, according to the MORD technical specification clause 302,1603.1 and 1603.2 and sorting out useful materials and stacking the same within in all leads and lifts in acquired road width and transportation of un-useful materials for filling in roadways camber ,embankments for grade improvements and disposal of all useful materials to acquired width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means alongwith its leveling fine dressing and carriage of machineries ,materials, tools ,equipments and safety measures Recovery for usefull stone of 480.81 cubic metre @ Rs. 300 only per cubic metre amounting to Rs.144243/- Only shall be done on prorata basis for the quality of cutting in earth work effected . Any loss to the public/ private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases. The rate including of GST, or other taxes imposed by the government.

Earth work in excavation for all types of road structures such as retaining wall, breast wall, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary Rock,Hard rock, chiseling/wedging out of rock (where blasting is prohibited ) as per drawing and M.O.R.D. technical specifications Clause 305 and 1603.4 as per direction of the Engineer -in - charge including setting out, shoring and bracing, removal of stumps and other deleterious material and disposal of material upto any leads and upto any lifts , including dressing of sides and bottom and backfilling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundered fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer - in Charge . Including carriage of materials within all leads and lifts and other incidental. The rates are inclusive of GST and other taxes to be imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) dia GI wire conforming to IS: 280 (two hundred eighty) and IS: 4826 (Four thousand eight hundred twenty six) in 100mm x 100mm (hundred millimetre into hundreded millimetre) mesh woven diagonally including 10 per cent (ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilograme) as per drawing and technical specifications clause 1301, to the entire satification and direction of engineer-in-charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental. The rates are inclusive of GST and other taxes tobe imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in Sub structure for all types of structure complete using plain cement concrete grade M-15 (M Fifteen) grade nominal mix with cement contents not less htan 275 kg (Two hundred seventy five kilogram) per cubic metre, as per drawing and M.O.R.D. technical specification clauses 802, 804, 806, 807, 1202 and 1205.5 with curing complete including pumping or bailing out water ,dewatering and removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including cost of form work in abutments complete as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and entire satisfaction of the Engineer-in-Charge.The rate including of GST, or other taxes imposed by the government.

Back filling with granular material behind abutment wing wall and return wall and retaining/ breast walls, complete as per drawing and M.O.R.D. technical specifications clause 1604.7 and section 300, as per direction of Engineer in Charge including carriage of materials with in all leads, lifts and other incidental. The rate including of GST, or other taxes imposed by the government.

AJEET SINGH GOVT CONTRACTOR

Kulwant Kumar

SHER SINGH

SURINDER THAKUR