Widening of approach road proposed Sub Market yard Karga, APMC Kullu and Lahaul Spiti. SH C/o Retaining and Protection Wall.

Amount

Earth work in excavation for structures in all depths as per drawings and technical specification as per clause 305.1(three hundred five point one)of MORD specifications 300(three hundred)including setting out construction of shoring and tacing removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and weding out rock (where blasting is prohibited). All earth work in excavation excluding rock excavation shall be carried out true to lines, grades, sides slopes, width, camber, super elevation and level as down on the drawings. Disposal of surfaceable cut materials in specified manner on dumping site 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. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage, rain and other causes shall be removed by suitable diversion, bailing out or dewatrering and the area of the foundation or embankment shall be kept dry. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete for plain/reinforced concretre 1:6:12(one cement:six sand:twelve graded crushed hard stone aggregate 40(forty)millimeter nominal size)mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD 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) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying cement concrete 1:4:8 25 mm nominal size plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803, 1202 and 1203, including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8:- Granular material as per H.P.PWD. spesification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipment and material to various location of site through all modes of transportation in all leads and lifts , including all incidental charges.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 including carriage of materials with in all leads & lifts as per direction / satisfaction of the Engineer-in-charge.By Mechanical Means,

Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kN in stage to proper grade and camber applying and brooming stone screening/ binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification Clause 405. including carriage of materials with in all leads & lifts as per direction / satisfaction of the Engineer-in-charge. By mechanical means

MOHAN LAL

SATISH KUMAR

SOHAN SINGH

Amar Prakash

ANIL KUMAR