CAD LIS Harsi in Tehsil Jaisinghpur in District Kangra HP

Amount

Excavation in foudation trenches etc. in earth work in all kind of soil such as pick work, jumper work, blasting work in hard & soft rock and chiesaling work indluding slushy soiul & under flooring water up to all excavated soil up to any lead & lifts from the edge of excavation and then depth and stacking the returning the stacked soil in 15cm layer's when required in to plinth sides of foundation etc. consolidation each diposited layer by ramming & watering & then disposing of all surplus excavated earth as diredted with in all lead of 20 meters in chiselling /wedging out of rock complete in all respect.

Providing and laying cement concrete 1:4:8 and curing complete excluding the cost of form work in foundation and plinth in retaining wall as per direction of Engineer in Charge with in all lead & lifts.

Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in Foundation Footing bases

Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level

Providing and laying cement concrete 1:2:4 and curing complete excluding the cost of form work Suspended floor roofs,landing and shelves and their support balconies,beams,girders,bressumers and cantilever upto floor two level as per direction of Engineer-in-Charge with in all leads and lifts.

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as give a fair finish including centring shuttering, strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 meters & removal of the same for in sitr reinforced concrete & plain concrete work in:-

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits & suspended floors,roofs and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Laying, jointing and commissioning of HDPE (High Density Polyetnylene pipes ) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting s,Tees & bends of alldegree in all leads and lifts to outlet chamber to control the water for distribution system in all leads and lifts to the entire satisfaction of Engineer in charge (Earth work in trenches to be measured and paid separately)

HDPE-80 PN-4

180 mm dia PE 80 PN-4

160 mm dia PE 80 PN-4

140 mm dia PE 80 PN-4

125 mm dia PE 80 PN-4

110 mm dia PE 80 PN-4

90 mm dia PE 80 PN-4

Providing & Fixing and commissioning of PVC Control valve of reputed make in outlet chamber to control the water for distribution system in all leads and lifts to the entire satisfaction of Engineer in charge.

100 mm dia

Providing & Fixing HDPE Tees & Reducers acessories complete in all respect. all leads and lifts to the entire satisfaction of Engineer in charge

180X 180X180 mm Dia

Providing double flanged CI Sluice valve of Bir/ Kartar make class PN 1.60 of various dia for the sunction Pipe and common header and capable of with standing the nominal seat pressure as per IS : 780-1984 with upto date ammendments as per direcection and to the entire satisfaction of Engg. in charge.

200 mm dia

150 mm dia

125 mm dia

100 mm dia

Constructing chamber for sluice valves with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) 100mm thick foundation concrete 1:5:10(1cement:5sand:10 graded stone aggregate 40mm nominal size ) and insideplastering with cement mortar 1:3(1cement:3sand) finished with a floating coat of neat cement including curing complete with 600x600x750mm inside size with 150mm thick wall of RCC 1:2:4 ( 1cement :2sand :4 graded stone aggregate 20mm nominal size ) complete with form work and reinforcment with 6mm bars at not exceeding 150mm centres both ways in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

SUBHASH CHAND GOVT. CONTRACTOR

Satish Kumar

Anurag Deep