Providing water from Sainj Khad to Gharog Ghandal to leftout villages/ Panchyats viz Shakrah Devnagar, Okhruu, Totu, Chailli etc in Tehsil Distt Shimla HP (SH C/O RCC storage tank at Shardhar 200000 ltrs cap , RCC storage tank at Sanoh 40000 ltrs

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6: (1cement:3sand:6graded stone agg.40mm nominal size)and curing complete excluding cost of centring and shuttering in foundation and plinth i/c all leads and lifts.complete in all respect.

Prov. and laying cement concrete work 1:1:2(1cement:1 and:2 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work i/c all leads and lifts complete in all respect.:- a) Foundation and plinth.

b) Walls (any thickness) but not less than 0.1 m thickness) including attached pillasters,buttresses, plinth and string courses etc.from top of foundation level upto floor two level.

Providing and laying cement concrete work 1:11/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth.

b) Walls (any thickness) but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.

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 centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

a) Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.

b) Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.

Providing form work of ordinary timber, plankings so as to give a fair finish including centring, shuttering, strutting , strutting and propping etc. 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 all leads and lifts complete in all respect :-

a)Arches beyond 6.00 mtrs. span.

Prov. in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3 (1cement:3sand).i/c all leads and lifts complete in all respect.

Prov. and laying cement concrete 1:6:12(1cement:6sand:12graded stone agg. 40mm nominal size)and curing complete excluding cost of centring and shuttering in foundation and plinth in all leads and lifts complete in all respect as per the direction of the Engineer-in-charge.

Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts complete in all respect. A) In foundation and plinth.

b)Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.

c) Arches upto floor two level.

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.

Random rubble masonry/polygonal rubble masonry(uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6 :12 (1cement: 6sand:12graded stone agg.20mm nominal size) in retaining and breast wall.of approved quality in foundation and plinth including levelling up with cement concrete 1:6 :12 In Cement Mortar.1:6. (1cement:6sand).

Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint i/c all leads and lifts complete in all respect.

a) In gratings framed guard bars, ladders, railings, brackets and similar works.

Boulder filling behind the retaining walls.

Laying and jointing in trenches,galvanised mild steel tubes(Light/Medium grade)i/c tube fittings such as Tee, elbow, union & nipple.etc.(earth work in trenches to be measured and paid for separately) i/c all leads and lifts complete in all respect.Lasbour rate only.

15mm dia nominal bore.

20mm dia nominal bore.

25mm dia nominal bore.

32mm dia nominal bore.

40mm dia nominal bore.

50mm dia nominal bore.

65mm dia nominal bore.

80mm dia nominal bore.

100mm dia nominal bore.Scour pipe, inlet, outlet and overflow pipe:

150mm dia nominal bore.

Brick work using common burnt clay buildings bricks in super structures in cement mortar 1:6(1cement:6sand) including all leads and lifts complete in all respect. (2nd class bricks).

a) In foundation and plinth.

20mm cement plaster in single coat on rough side of bricks/stone walls for interior plastering upto floor two level including arrises internal rounded angles, chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth:-a)In cement mortar 1:6(1cement:6sand).

15mm cement plaster in single coat on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises internal rounded angles, chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth:-

a) Cement Mortar 1:6(1cement:6sand).

Pointing on brick work with cement mortar 1:3(1cement:3sand) flush pointing including all leads and lifts complete in all respect.

Prov. wood work in frames of doors, windows clerestory windows and other frames wrought framed and fixed in position:-

a) 2nd class deodar wood.

P/F panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws complete in all respect as per the direction of the Engineer-in-charge i/c all leads and lifts.

a) 40mm thick deodar wood 2nd class.

Cement concrete flooring 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) laid in one layer finished with a floating coat of neat cement:-a) 40mm thick.

Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter as per the direction of the Engineer-in-charge including all leads and lifts.

a)With Ready mixed primer paint brushing wood primer pink.

Painting two coats excluding priming coat on new wood and other wood based surfafes, with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter, sand papering and stopping as per the direction of the Engineer-in-charge including all leads and lifts.

a) With ready mixed paint other than white.

Prov. stone Kharanja drain 45 cm.wide complete with 25cm side stone complete in all respect i/c all leads and lifts.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1 cement :3sand:6 graded stone aggregate 20mm nominal size) including finishing the top surface of concrete smooth including all leads and lifts.

Prov. 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm.1:3:6 (1cement: 3sand:6graded stone agg. 20mm nominal size).complete in all respect as per the direction of the Engineer-in-charge including all leads and lifts.

P/F aluminium Tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete.

P/F aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etc. complete.

Prov. and fixing anodized alumimium sliding door bolts anodized colour and shade bolts,nuts and screws etc. complete.

Providing and fixing precast concrete manhole cover & frame conforming to IS:12593-1988 Part.I and IS-12592-1991 Part.II, 500mm diameter, medium duty.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust , mortar dirt and other foreign matter i/c all leads and lifts complete in all respect.

Fixing of G.I.pipe and socket, soil waste and ventilating pipe 65mm dia nominal size i/c all leads and lifts complete in all respect.

Prov. and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-

15mm dia nominal bore.

20mm dia nominal bore.

25mm dia nominal bore.

32mm dia nominal bore.

40mm dia nominal bore.

50mm dia nominal bore.

65mm dia nominal bore.

80mm dia nominal bore.

Providing and fixing C.I.sluice valve/scour valve (with hand wheel) as per IS:780-1984 class- I upto 300mm dia (including brass spindle and as per IS:2906 class II for diameters more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured and paid for separately):-100mm dia nominal bore.

Dinesh Singh Thakur

DEEP CHAND SHARMA