C/o Multipurpose low height Dam at Patahar Khad near village Khatana in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work,jumper work, saturated soil including bailing of pumping out water,blasting soft/hard rock where blasting is prohibited.In all lifts including trimming and dressing of sides,levelling of beds to correct grade i/c shoring,strutting,planking timbering and dewatering wherever required,stacking the usable and un-useable material / soil separately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalled surfaces to its original condition and including cost of diverson for traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 ( 1cement:4 sand : 8 graded stone aggregate 40 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 in Charge.

Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation, footing, bases of column and like& mass concrete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 ( 1cement: 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 in walls (any thickness) but not less than 0.10 mtr) thickness atteched pillaster, buttresses plinth and string courses etc. from top of foundation level up to floor two level.

Providing form work with steel plates 3.15 mm thick and welded with angle iron frame of 30x30x5 mm so as to give a frame of fair finish including centring , shuttering 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 :-

a) Flat surface such as soffits of suspended floors, roofs, landing and the like floorsetc. 200 mm in thickness.

b) Vertical surface such as such as wall ( any thickness parttions & the like i/c attached pillars buttresses plinth & string courses & the like.

Providing mild/tor steel reinforcement for R.C.C. work including bending and binding and placing in position complete up to floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Laying and jointing in trenches galvanised mild steel tube for In Let , Out Let and Scour pipe (light grade) tube fitting (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.

i) 100 mm Dia

Providing and fixing brass fullway valve as per IS code 780-1984class -1 upto 300 mm dia ( I/C brass spindle as per IS 2906-1984 class-II for dia >300 mm )complete with bolt nut, rubber insertion etc ( tail piece if required shall be measured and paid for seperately ) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

i) 100 mm Dia

Providing and fixing perforated GMS pipe 100 mm dia including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

Wire crates of G.I. Wire filled with boulders with square cut faces against the wire ( Wire crates to be measurement & Paid for separately) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measurement & Paid for separately) G.I. wire 5 mm thick crresponding to SWG-8 15 CM x 15CM Mesh including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

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, Jointing and testing High Density polythene pipe for use for buried water main & surviceses & for water supply above ground both inside & out side building duly ISI Marked (IS 4984-1995) as ammmended upto date ) of the following grade of material, persurerating and nominal dia metre complete in all leads & lifts as directed by Engineer in Charge. ( Earth work shall be measured & paid for Seperately)

HDPE Pipe 125 MM Dia PE 63. PN-4

HDPE Pipe 90 MM Dia PE 63. PN-4

HDPE Pipe 110 MM Dia PE 63. PN-4

HDPE Pipe 140 MM Dia PE 63. PN-4

HDPE Pipe 180 MM Dia PE 63. PN-4

Providinig and fixing Elbow of following dia complete including all leads, left and carriage of materials at site and as directed by the Engineer in charge.

180 MM Dia

140 MM Dia

125 MM Dia

110 MM Dia

90 MM Dia

Providinig and fixing Tail Piece of following dia complete including all leads, left and carriage of materials at site and as directed by the Engineer in charge.

180 MM Dia

140 MM Dia

125 MM Dia

110 MM Dia

90 MM Dia

Providinig and fixing End Cap of following dia complete including all leads, left and carriage of materials at site and as directed by the Engineer in charge.

180 MM Dia

140 MM Dia

125 MM Dia

110 MM Dia

90 MM Dia

Design , fabrication and errection of spilway gates and under sluice gate of suitable sizes and in numbers to increase the capacity of rain harvesting structure including overhead structure rope and drum hoisting arrangement structure, ladder and railing for overhead structure including carriage of material at site as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.

BHAW SINGH KAPOOR CONTRACTOR (BID ID -603880)