Improvement of KSPA road LuniGhar in DistritChamba HP SH F/C R/Wall U shap drain at RD 13/450 to 13/540.

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification clause 302, 304 and 1603 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Recovery of stone to the tune of 420.64 cubic metres quantity at the rate of 300/-(Rupees Three hundred) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. 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 including carriage of matereials within all leads, lifts and other incidentals The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Earthwork in excavation for structures 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, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per the directions of the Engineer-in-Charge The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to is:280 and IS :4826 in 100 mm x 100mm mesh ( woven Diagonally ) including 10 per cent extra for laps and joints laid with stone boulder weighing not less than 25 Kg each as per Drawing and technical specification clause 1301 as per the directions of the Engineer-in-Charge

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete in road structure as per drawing and M.O.R.D. technical specifications clause 1604.7 and section 300 and as per direction of Engineer – in- Charge

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundations complete as per drawings and technical MORD specifications Clause 802, 803, 1202 & 1203 1:4:8 (One cement isto four sand isto eight graded/crushed stone aggregate 40mm (forty milimetres) nominal size) in road work as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. as per the directions of the Engineer-in-Charge The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing walls, return walls with 100 mm dia. PVC pipe extended through the full width of the structure with slope of 1 (V) : 20 (H) towards drawing face complete as per drawing and technical specification clause 614.709,1204.37 within all leads, lifts of materials and other incidentals. as per the directions of the Engineer-in-Charge The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate of size 63mm to 45mm (sixty three millimeter to forty five millimeter) Grading-II size [75mm (seventy five millimeters) compacted thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-B of size 11.2mm (Eleven point two milimetres) nominal size at the rate of 0.20 cum (zero point two zero) cubic metres per 10 sqm (per ten square metres) and binding material at the rate 0.06 cum (zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer–in-Charge including carriage of materials within all leads and lifts and other incidental. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.

Construction of unreinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing spreding the concrete with shovels rakes comoacted using including screed and plate vibrators and finished in contionous operating including provision of contraction and expansion joint applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and construction joint admixtures as approved curing of concrete slab for 14 days using the curing compound ( where specified ) and water finished to lines and grade as per drawing and technical specification clause 1501

Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203 PCC grade m10 Nominal Mix 1:3:6 as per direction of Engineer–in-Charge including carriage of materials within all leads and lifts and other incidental. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.

Anoop Kumar

GOVT CONTRACTOR

Ashok Kumar

Yashpal