Providing Balance FHTCs to various hab in GP Khadkan Tehsil Shillai District Sirmour HP

Amount

Excavation in foundation trenchs etc in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc., with all heights and depths and stacking the excaveted soil not more then 3 mtr. clear from thr edge of the excavation and then returning the stacked soil in 15 cm layer when required into plinth sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excaveted earth complete in all respects with in all leads and lifts and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand :8 graded stone aggregate 40 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all height and depth including all leads lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:1:- 1/5:3 (1 cement 1-1/1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work including fo all leads and lifts complete and carriage of material etc as per the direction of the Engineer in charge.

Foundation and plinth including entire carriage of material upto all leads and lifts

Providing form work with steel plates3.15 thick welded with angle iron in frame 30x30x5mm so as to give a fair finished including centring, shuttering strutting and propping etc, with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:-

Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness.

Vertical surface such as wall of (any thickness)

Providing and laying cement concrete 1:15:3 ( 1 cement:1.5 sand :3 gaded stone aggregate 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth.

Walls (any thickness but not less than 0.1m thickness) pillasters buttresses plinth and string courses etc. From top of foundation level upto floor two level including carriage of material within all leads and lifts.

Providing and laying cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work iand reinforcement for reinforced concrete work in suspended floors., roofs landings shelves their supports, balconies, beams girders and cantilevers upto floor two level including all leads and lifts etc.plinth including all leads lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing mild /tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level as per the direction of Engineer in charge including entire carriage of material upto all leads and lifts.

Providing and fixing C.l manhole Cover with frame (Light duty Single seale pattern 500mm internal dia total weight of covrand to be mot kesstan 38 Kgs(weight of cover 23 Kgs and weight of frome 15 kgs

Steel work welded in built up section, trusses and framed work ,including cutting, hoisting fixingin position and applying a priming coat of red lead paint In grating framed guard bars ladders ralling brackets and similar work

Excavation in drains and channels etc, in earth work in all kinds of soil such as kankar Moorum, shingles, Coglomerate saturated soil decomposed or soft rock and hard rock by blasting by chiselling (where blasting prohabitated) including dressing of sides and beds disposing of excavated earth with all leads and lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches, etc, including ramming and consolidating the same wherever required with all leads and lifts and including jungle clearance and as per direction of Engieer-in-charge

Laying in trenches & jointing in trenchesfoiiowing dia metres of GMS pipes (earth work in trenches to be measured and paid for seperately ) including all leads lifts and carriage of materialat site and as directed by the Engineer in charge.

15 mm dia (L)

20mm dia (L)

25mm dia (L)

32mm dia (L)

40 mm dia (L)

Manufecturing and supply of GI pipe manifold distributor vertical with 65mm dia (G.I pipe will be issued by the department free of cist )by cutting and welding the distributor shall be 50cm long having 4nos 15cm dia connection at the top with 10'' long nipple of 15mm dia Gi pipe bith side (G.I pipe will be supplied by the deparment free of cost )&providing elbow 15mm dia and 25mm dia to 32mm dia bottom inlet by properly pluging at the top with GI socket adn with MS sheet 3.15mm thick at the bottom as per the direction of the direction the engineer in charge at the site of work

Providing and fixing C.L/MS hexagoned 15mm dia threaded nipple with 6mm internal hole to control the water in house hold connection conmpete with all leads and lift as per direction of Engineer in charge

P/F M S Bib tab

AJAY CHAUHAN

ATTAR SINGH

NETTER SINGH

CHATTER SINGH