Providing Irrigation Facility by Construction of RWHS in GP Sapouri Tehsil Amb Distt. Una (HP) (SH C/O Check Dam on Danna da Nalla near Sapouri Koharchhan Bridge

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. (Including dewatering)

Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two level. Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

Providing and laying cement concrete 1:5:10 with 15% plum (1Cement : 5 sand : 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts.

Providing Tor Steel reinforcement for RCC work including bending , binding and placing in position complete upto floor two level.

Wire crates of G.I. Wire filled with boulder with square cut faces against the wire (wire crates to be measured & paid for separately) For Launching apron

Wire crates of G.I. Wire filled with boulder with square cut faces against the wire (Boulder filling to be measured & paid for separately) For Launching apron G.I.Wire 5.00 mm thick corresponding to SWG 8 ( 15 x 15 Cms mesh)

Providing and laying RCC work (For band alround the surfaces) in concrete mix of M - 20 with skin reforcement curing complete in all respect within all leads and lifts as per entire satifcation of Engineer in charge.

P/Laying /jointing/testing in trenches galvanised mild steel tube 100mm dia (Midium) of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all made from parent tube within all leads & lifts. (earth work in trenches to be measured and paid for separately).

Providing and Fixing C.I sluice valve of following class PN-1.00 of Kirloskar / Kilburn make confirming to IS: 780-1984 ( Latest) with up to date ammendements having seat pressure 10.20 Kgs/Cm² with M.S Flange table-5 including nuts bolts and gasket sheet complete in all respect within all leads and lifts as per entire satifcation of Engineer in charge.

Sachin Thakur Govt. Contractor

VARINDER PAL

SG Engineers and Consultants

Ajay Kumar Bassi