SRMO Platform of HPSCSC Godown at Kullu H.P. (Sub Head -Providing and laying interlocking paver block).

Amount

Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing & laying cement concrete 1:5:10 (1cement: 5sand: 10graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

P/L factory made chamfered edge cement conc. Paver block in footh path , parks, lawns, drive ways or light traffic parking etc. of required strength , thickness & size/ shape / make by table vibrating method using PU mould laid in required colour & pattern over 50mm thick compected bed of sand , compecting and proper embending / laying of interlocking paver blocks in to sand bedding layer through vibrating compection by using plate viubrstor filling the joits with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand complete all as per direction of Engineer-in-charge. 80mm thick CC paver block of M-30 grade with approved by HPPWD (NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.) with approved color design and pattern including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :450 mm dia. R.C.C. pipe including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

P/l stone soiling hand packed with interstices and spall under floor complete including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

RANDHIR JAMWAL

SUBHIR SHARMA

Anil Gupta

yogesh