Constructing of Water Body at Village Siwana linking with RD 12750-R Siwana Majra Minor

Amount

Earth work in excavation by machanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth. 1.5 m in width as wel 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. HSR 4.12.1 All kind of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials HSR 4.12.1 + 4.31.1 All kinds of soil.

Earth Cost or compensation for earth taken from private land HSR RM079 (credit of earth)

Providing lowering. Laying cutting (cut surface to be uniformly finished). Jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC. NP2 MARKED WITH IS : 458-1988 and specials into tranches for all depths including carriage, loading, unloading, stacking, handing, re-handing etc. complete is all respects to the stifsfaction to the Engineer- in-charge,300 mm i/d HSR Item no. 20.62.3

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

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 -Cement Mortar 1:4 (1 cement:4 sand) HSR Item 15.6.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor Iv LEVEL - 1:2:4 ( 1 cement : 2 coarse sand (zone-III) : 4 graded cum stone aggregate 20 mm nominal size) HSR Item 6.1.2

Providing, lowering, plain and rainforced concrete pipes and specials into trenches for all depths and laying out the same to correct alignment gradients levels etc, including all dressing and trimming and cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching haunches and envelope are completed. The pipes shall rest on the beds at all points throughout their lengths and to ensure this they shal be grouted in where necessary as described in item no. 21.38 including carriage from the stores of the Engineer-in-charge and safe delivery there of at site of works. This includes, loading, unloading, stacking at covenient points adjacent to the works ready for lowering as may be found most convenient in the interest of work. HSR item no. 21.15.3 (450 mm dia)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. - All kind of soil- Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia. HSR Item no. 4.16.1.2

12 mm cement plaster finished with a floating coat of neat cment of mix : - 1:4 (1 cement : 4 fine sand) Hsr Item no. 11.11.2

Dressing bed and preparation of sub grade for lining by mechanical/mannul means HSR item no 14.2

Bricks work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortor 1:4 ( 1 cement : 4 Coarse sand) HSR ITEM NO 15.6.3

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m 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 1.5m, as directed by Engineer-in-charge.

Preparing watering & ramming surface for laying concrete

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresesetc.

Centering and shuttering for faces of lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick

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. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).

Providing and laying in position machine batched and machine mixed design mix M-15 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. (Note :- Cement content considered in this item is @ 240 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).

Brick work with common burnt clay non-modular bricks of class designation 7.5 insuperstructure above plinth level up to floor IV level in all shapes and sizes in : - Cement mortar 1:4 (1 cement :4 coarse sand)

Brick work with common burnt clay non-modular bricks of class designation 7.5 insuperstructure above plinth level up to floor IV level in all shapes and sizes in : - Cement mortar 1:4 (1 cement :4 coarse sand)

12 mm cement plaster of mix- 1:2 (1 Cement: 2 fine sand)

Cold twisted deformed (ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position , binding, wastage, overlaps, welded joints, spacer bars, chairs stays, hangers and annealed steel wire etc. complete in all respect below plinth level - cold twisted bars

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shalf with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. - 80x1.20 mm M.S lanths with 1.20 mm thick top cover.

Distempering with oil bound washable distemper of approved brand and manufactured to give an even shade:-new work (two or more coats) over and including water thinnable priming coat with cement primer

Applying priming coat - with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works

painting over the wooden/metal surface with alumionium paint of approved brand and manufacture to give an even shade :- two or more coat on new work

Earth work in trenches

DI Pipe 300 mm dia

Road Dismentalling

Supplying, erection, testing and commissioning of horizontal motor pump set for clear eaer having head 25 m as per the indicated requirement of discharge 2800 lpm and power capacity 25 BHP make KSB, CRI, Krilosker. Crompton, Greeve, Lubi

Sarvodya Infracon Ptd. Ltd.