Repair of Drainage crossing at Km 18.500, 20.050 and 21.100 and syphon at Km 19.100, 20.400 of Ateli Mr., VR Bridge at Km 1.100 Ateli Mr. i/c pdg. protection wall from Km 0 to 0.900 and Km 3.600 to 4.000 Ateli Mr. and Constg. drainage (Re-invited)

Amount

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tone roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tones and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m (HSR No. 4.14)

Providing and laying in position cement concrete of specified1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level (HSR No. 6.1.3)

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 level1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (HSR No. 6.1.4)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR No. 7.21.1)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level upto floor iv level in all shapes and size cement mortar 1:4 (1 cement : 4 coarse sand) (HSR No. 7.22.1)

Providing, lowering, laying, cutting (cut surface to be uniformly finished),jointing with rubber rings marked with IS : 5382 and testing of SPIGOTAND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge (HSR No. 20.62.8) 600mm i/d

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm (HSR No. 5.43.2)

Demolishing brick work manually/ by mechanical means In cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge (HSR No. 5.7.4)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m (HSR No. 4.32)

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 1.5m, as directed by Engineer-in-charge. All kinds of soil (HSR No. 4.12.1)

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 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR No. 6.1.6

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3fine sand): Flush / Ruled/ Struck or weathered pointing (HSR No. 11.25.1)

Providing and filling in position bitumen mix filler of proportion 80kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints (HSR No. 6.57)

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 No. 5.25)

Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness)including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.(HSR No. 6.29.2)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (HSR NO. 6.30.3)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand (zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR No. 6.16)

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) (HSR No. 11.5.3)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect Cold twisted bars (HSR item No. 6.33.3)

Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/mannual means.0 to 1.5m depth.(HSR No. 14.24.1)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge in bed (HSR No. 14.10.1.1 & Slope 14.10.1.2)

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75 mm deep chase (HSR No. 9.17.1)

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge above 600 mm dia (HSR No. 5.53.2)

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 4ft dia 1200mm (HSR No. 21.95.10)

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 cum design mix) (HSR No. 5.23.2)

Credit of brick bats (Note:-Rate should not less than DTR)

Credit of Steel (Note:-Rate should not less than DTR)

Credit of tiles (Note:-Rate should not less than DTR)

Credit of pipe (Note:-Rate should not less than DTR)

RAJESH SANGWAN

The Narnaul Mohalla Rao Ka Coop L&C Society Ltd., Narnaul