Providing Sewerage System to Kangra Town

Amount

Excavation in foundation trenches etc. in earth work in all kind of soil, lift upto 1.50 meters stacking the excavated soil not more than 3 meters. clear from the edge of the excavation and then soil such as pick Work, jumper work, blasting hard or softs rock by chiselling where the blasting work is provided slushy daldal and saturated soil including pumping or bailing out water within all heights,stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15Cm (fifteen Centimetres) layer when required into plinths, sides of foundation consolidating each depossited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-In-Charge with in all leads and Lifts.

P/L cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) excluding cost of form work in foundation and plinth as per the direction of Engineer-in-Charge with in all leads and lifts.

Providing and Laying cement concrete 1:2:4 (1 Cement:2 Sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-In foundation,l footing and plinth complete within all leads and lifts.

P/L C.C. 1:1.5:3(1 cement: 1.5 sand: 3 graded stone agg. 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:- Vertical surface such as walls of any thickness complete within all leads and lifts.

P/L Gravel (Broken stone) filling 50 mm to 75 mm of nominal size dry hand under drying bed as per the direction of Engineer-in-Charge with in all leads and lifts.

P/L stone aggrigate filling 20 mm to 40 mm of nominal size under drying bed as per the direction of Engineer-in-Charge with in all leads and lifts.

P/L fine sand under drying bed as per the direction of Engineer-in-Charge with in all leads and lifts.

Prov.Laying Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) as per the direction of Engineer-in-Charge with in all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x 30x5mm so as to give a fair finish including centring, shuttering , and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in: vertical surface such as walls complete within all leads and lifts.

Lying jointing and testing of bevelled ended G.I. pipe with circumfernital butt welded joints (94%) by electric arc welding thickness shall be equal to pipe wall thickes)and testing of G.I. pipe of following dia confirming to ISI 1239-1990 (part-III) having wall thickness as specfied below capable of with standing required test pressure including manufacturing and fabrication of reducers/tapers all short pieces etc. as per site requirement made from parent tubes the laying of pipe shall also providing MS flanged of required table including welding of flanges joints of pipe (6%) duly welded including nuts. The welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes (if damages during laying and joints operation of pipe). The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts. (Dia of pipe 80 mm, Thickness M-Class Flange Table T-5 )

Providing and fixing of C.I. Sluice Valve PN 1.00 having 80 mm dia make Kartar or heavy duty i/c MS Flanges of Table as per IS 6392-1971 welding of MS flanges in Two layers on both faces within all leads and lifts. 80 mm

PARVESH KUMAR GOVT CONTRACTOR

kapil kumar govt contractor

OM PARKASH KAPOOR