Providing FHTC for various schemes under Burmapapri section in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge in all kinds of soil in Pick work & jumper work 50% each.

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

Providing and laying cement concrete M30 but not less than 1:1 ½:3(1cement:1½app. sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying cement concrete M30 but not less than1:1 ½:3(1cement:1½app. sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

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

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, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.

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

Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Supplying and fixing MS ( man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, (weight more than 23 kg will not be paid. Weight less than 23 Kg will not be accepted) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Laying and jointing in trenches galvanised mild steel tube (light grade) including tube fitting such as bend, tee, reducer, socket and union etc . (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

GMS pipe 15mm dia (L)

GMS pipe 32mm dia (L)

Manufacturing & supplying of G.I. pipes manifold distributor vertical with 65 mm dia (G.I. Pipe will be issued by the department free of cost) by cutting and welding the distributor shall be 50 cmlong having4 no's 15 cm diab connection at the top with 10" long nipple of 15 mmdia G.I. pipes both side& providing elbow 15 mm dia and 25 mm dia to 32 mm dia bottom inlet by properly pluging at the top with G.I. socket and with MS sheet 3.15 mm thick at the bottom as per direction of the Engineer-in -charge at the site of work.

P/F G.I. Nipple 4" long 15mm dia (superior quality) of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing brass bib tap of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

15mm dia

Mahant Ram

Joginder Singh