Replacement of Pipe syphon for constructing syphon Acqueduct at RD 8900 and 47900 of Bhiwani Ghaggar Drain X-ing Jui feeder and Nigana Feeder

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil. HSR 4.12

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. HSR 4.33

Demolishing brick work lining brick size 22.86 cm X 11.11 cm X 6.83 cm manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Demolishing 1:3:6 concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) (HSR 5.23.2)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (HSR 5.25)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (HSR 6.1.4)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) (HSR 6.22.2.2)

Dressing bed and preparation of sub grade for lining (HSR 14.1)

Dressing side slopes and preparation of sub grade for lining.(HSR 14.2)

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts (HSR 6.29.3)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :-1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (6.14.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge cement is used as per design mix). All works up to plinth level (HSR 6.25.1) Extra for providing richer mixes up to plinth and at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 (6.26.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.1.3)

Recovery of NP3 pipe Taking 70% rate of item

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/cum 75 mm thick in bed manually including rendering,10mm thick cement plaster 1:5, form work, dressing and preparation of sub grade as per direction In bed HSR 14.68.1.1

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/cum 75 mm thick in side slope manually including rendering thick cement plaster 1:5, form work, dressing and preparation of sub grade as per direction in bed HSR 14.10.1.1

Supply of E/C bags

Filling of cement bags with sand/earth, sewing and laying in position with in 30 mtr in dry i/c cost of string HSR 16.26

Providing, lowering, cutting, jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked anti-ternmite as per site into Trenchesfor all depth. (HSR 21.95.11)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (HSR 6.33.6)

Brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:3 (1 cement : 3 coarse sand) (HSR 7.21.1

Single layer brick lining for irrigation channels for discharge above 150 cusecs but up to 1000 cusecs, consisting of:i)10 mm thick cement plaster 1 :6 on sub grade. ii)12 mm thick cement plaster 1:3 over first plaster. iii) First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in1:3 mortar over 6mm thick 1 :3 cement mortar.total thickness of lining as 9.63 cm) In Bed (HSR 14.32.1)

Single layer brick lining for irrigation channels for discharge above 150 cusecs but up to 1000 cusecs, consisting of:i)10 mm thick cement plaster 1 :6 on sub grade. ii)12 mm thick cement plaster 1:3 over first plaster. iii) First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in1:3 mortar over 6mm thick 1 :3 cement mortar.total thickness of lining as 9.63 cm) In Side slope (HSR 14.32.2)

12mm thick cement plaster in CM 1:4 (HSR item No. 11.5.3

Credit of Brick Masonary.

Credit of old steel

M/S LAXMI CONSTRUCTION CO.