LWSS Chowki Chebri Khaira in GP Chebri Tehsil Suni Distt. Shimla HP

Amount

Description of item

Excavation in foundations,trenches etc.in earth work,lift up to 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the as of excavation and then returning the excavated soil in 15cm layers when reqired into plinths sides of foundations etc, consoliding each deposited within a lead of 20 mtrs(0.60+0.50)/2* 0.45*200=49.50 cum,49.50 cum @20%=9.90 cum cum only

Dismantling of old Rising main

Providing,Laying Jointing & testing of plain ended API x-42 pipe with steel grade YST-210 confirming to IS 3183-2007 of thickness as mentioned ad grade designation with bevelled edge and capable of withstanding required test pressure in a random length 4-7 mtr i.e testing and commissioning and cost of jointing with butt welding as per relevent BIS specification(leak proof)i/c cost of bends tail pieces tees,reducers,increaser etc as per site condation and zinc coating as per IS 4736-1986 or latest with up to date ammendments the laying shall confirm to BIS 5822-1970 or latest with up to date ammendments as per directions of Engineer-in-Charge(Earth work to be measured and paid for separately including all leads and lifts and carriage of matrial at site)

RD Length Dia Classof pipe Table wall thickness

New R/Main

0 210 to 2100 80mm API-X42 4.80

Rejointing & testing of Plain ended MSERW welded complete with all respect

New R/Main

0 210 410 80mm MSERW 4.80

Providing,Welding and Fixing of M.S. Flanges ISI marked conforming to IS : 6392-1971 capable of with standing the test pressure of 1.60 N/mm2 welded on both sides with the pipe complete with nut & 3 mm thcik ferrado gasket . The welding is conforming to IS : 3183-1986. including hydraulic testing at site and painting with anticorreshive pasint in side and outside confirming to relevant specfication . the work shell be done including all leads and lifts as per entire satisfaction of Engineer - in - Charge.

0 400 400 80mm API-X42 34 4.80

Providing and laying cement concrete work1:4:8(1cement:4 sand:8 graded stone aggregate 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth with in all leads and lifts

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced 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 .

Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level.

Providing and laying cement concrete work 1:2:4(1cement :2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in lintels, beams,girders bressumers and cantilevers upto floor two level with all leads and lifts.

M/S VERMA CONSTRUCTION

ROYAL ENGINEERING WORKS

HUKAM CHAND