Construction of link road from Jatoli to Majhon Kalan Km.0/0 to 1/0

Amount

Cutting in earth work by mechanical means/manual in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft & hard and wedging out of rock; (where blasting is prohibited) and their intermediate classification of soils including ,dewatering wherever required, setting out to required lines, grades, side slopes, trimming bottoms and levels as shown on the drawing and as directed by the Engineer-in-Charge at site, according to the MORD. specification and sorting out useful/ un useful materials and stacking the same in proper stacks at site all leads and lifts and transportation of the un useful materials for disposing off on approved dumping sites arranged by the contractors including payment of prsecrbed dumping charges of MC/local body if levied any through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials tools equipments and safety measures and incidentals necessary to complete the work by mechanized means and labour (if any required) . All useful materials, such as stones, shingles, aggregate and slates shall be sorted out and stacked along road side to the maximum possible extent in all leads and lifts through all modes of transportation. neries, tools equipments and safety measures to complete the work (if required). The recovery for stones, whether useful or not, for 97.791 Cum ( nintyseven point seven nine one cubic metre) in all cases, @ rupees 170 /- only (Rupees one hundred & seventy only) per cubic meter shall be affected on pro- rata basis in each running bill plus / minus contractor premium. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor shall have to be duly compensated by him in all respects, including all incidental charges.

Earth work in excavation for all type of road structure such as reteaining walls, breast walls, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil , ordinary rocks, hard rocks, chiselling/ wedging out of rocks ( where blasting is prohibited) as per drawings and MORD technical specification Clause 305.1 ,1104 and 1606.1 and as per direction of the Engineer-In -Charge including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto all lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all lead and lift and other incidental charges.

Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed, vibrated and curing complete in open foundations and plinths for all type of structure including the cost of form work as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.

Providing and laying concrete for plain/reinforced concretre 1:4:8 (one cement:four sand:eight graded crushed hard stone aggregate 25(twenty five) millimeter nominal size) mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD specification 800 & 1200(Eight hundred and one thousand two hundred) clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three)and MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimeter) dia PVC pipe extending through the full width of the structure with slope of 1 (one) (V) :120 (one hundred twenty) (H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four pont three point seven) as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

deepanshu sharma

Vikram Thakur

Hem Raj