Constt. of culvert along with approaches over khad leading to vill. trangoli

Amount

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc.(not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres

All kinds of soil:

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level "with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size):

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level includincuring but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more. qty. vide item 4 & 5 = 95.80cum @ 100kg/cum

Centering and shuttering including strutting, propping etc . and removal of form for: i= Foundations, footings, bases of columns etc. for mass concret. Drop and curtain wall: 2x2x10.40x2.60+4x2x5.0x2.6 = 212.16 sqm B/slab face: 2x(10.40+6.70)x0.34 = 11.62 sqm

ii= Columns, pillars, piers, abutments, posts and struts

iii=suspended floors etc slab

iv=edges of slab = 20.66 sqm

v = Lintel, beams, plinth beams, girders, bressumers and cantilevers railing : = 31.2 sqm

Dumping stone excluding cost of stones in Horizontal on level incl. supply of stones = Under App. slab= 2x5.0x6.0x0.2 = 12.0 cum

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Approaches:

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. = 20kl/day for 10 days

Providing and making CIB of approved size by way of making another layer of 12 mm thick plaster with 1:4 cement mortar on front side outer plastered surface, painting and writings as per the direction of engineer in-charge including supply of materials, carriages all complete. L.M.R.

BISHVJEET SINGH JAMWAL

M/S PARDEEP JAMWAL GOVT CONTRACTOR

M/S DWARKA NATH GOVT CONTRACTOR

Dheeraj Gupta

M/S AMIT SHARMA

Semerjeet Singh

M/S NARINDER PAUL SINGH CONTRACTOR

M/S KULJEET SINGH