Improvement of Rampur Giri Canal and covering it with suitable measures at RD 7660 to 8440 meters at RD adjoining in Paonta Town in Tehsil Paonta Sahib District Sirmour HP

Amount

Cutting in earth work and disposal of excavated earth upto a lead of 20 metres complete in all respect & as per direction of the Engineer-in-charge.

Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work, jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge

Providing and laying cement concrete work 1:5:10(1cement:5 sand: 10 graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work and in retaining walls/ Breast walls, the size of Plums shall usually be 150mm to 300mm as per PWD specificatioin including all leads lifts and carriage of material and as per direction of Engineer incharge.

Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer in charge in:-

ii) In vertical walls any thickness but not less than 0.10 Metres.

Excavation in drains & channel etc.in earth work in all kinds of soil such as pick work ,jumper work blasting work, decomposed conglomerate saturated soil soft and hard rock including dressing of sides and beds and prepareation of sub grade to level or slope including refilling the trenches and disposing of surplus earth upto all leads,lifts disposed earth to be levelled and neatly dressed including jungle clearance and as per directions of the Engineer-incharge

Providing and laying (to level or slopes )& jointing precast concrete Socketted asnd spigotted pipes(Earth work in trecnehs to be measured and paid for separately) of following class with duly ISI marked as per IS 458-2003 precast concrete pipe with and without re-inforcement 3rd revision ammendment No.3 and with latest ammendments, if any complete with rubber rings type-II duly ISI marked as per IS 5382-1985 Ist. Revision ammendment No.1 and with latest ammendments including jointing with cement Mortar 1:2(1cement :2app.sand ) in following diameter including all leads,lifts and carriage at site and as directed by the Engineer-in-charge.

i) 700mm dia NP-3

Providing Cement concrete 1:4:8(1cement :4sand:8 graded stone aggregate 40mm nominal size ) and curing complete but excluding the cost of form work foundation & Plinth including carriage of material and as per the directions of Engineer-in-charge.

Providing Cement concrete 1:1.5:3(1cement :1.5 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete but excluding the cost of form work in foundation & Plinth including carriage of material and as per the directions of Engineer-in-charge.

Providing Mild Steel/Tor steel reinforcement including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge.

Providing and fixing of Manhole cover complete in all respect and as per direction of the Engineer-in-charge.

Dressing of side slopes & prepration of sub grade for lining in cement concrete complete in all respect and as per direction of the Engineer-in-charge.

Cement concrete lining 15cm thick or less for irrigation channels using cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size)and curing complete excluding cost of form work included all leads lifts and carriage of material complete in all respect and as per direction of Engineer-in-charge.

a)Hand mixed concrete lining in Bed .

b) Hand mixed CC lining in side slopes.

Extra allowance for form work in concrete lining as directed by the Engineer-in-charge including all leads lifts and carriage of matrerials at site complete in all respects on side slopes as per direction of Engineer in charge.

Filling portion in bitchuman mix filler of preparation 80 Kg. of Hot Bitchuman 1 Kg. of cement & .25 sand for expensation joint at the interval of 10 Mtr. Complete in all respect and as per direction of the Engineer-in-charge.

Wire crates made of G.I.wire filled with boulder/hard stone of approved quality with square cut faces against the wire having rounded/rectangular shape weight of stones not less than 18 Kg. free from soft spots,cracks,cavaties etc.(Wire crate to be measured and paid for separately)including all leads,lifts and carriage of material at site as direction of the Engineer-in-charge.

Wire crates of G.I.wire filled with boulder with square cut faces against the wire G.I.wire 4mm thick corresponding to SWG 6 with 15cmx15cm mesh(boulder filling to be measured and paid for separately including all leads,lifts and carriage of materials at site and as per directions of the Engineer-in-charge(L.Rate)

Removal of slips in all kinds of soil including saturated soil but excluding boulders and rpocky portion required blasting portion requiring blasting upto a distance of 20 mtrs. disposing of unservice materials stacking serviceable materials and neatly dressing the surface complete in all respect.

Extra carriage of slips/silt from canal of Inspection path upto dump[ing place i.e. Nallah and other forest land as the case may be by head load upto all leads,lifts and Katcha road and as per direction of the Ebngineer-in-charge.

Rashid Ali Civil Contractor

DHARMENDER VERMA

MAHOKAM SINGH

M/s Chauhan Construction

HS Engineers and Associates

sanjeev kumar