Remodeling of Gaushala Minor from RD 0 to 11500 and its extension from RD 11500 to RD 19500 to provide alternate source of water to the outlets existing at RD 72680/L, RD 73100-L, and RD 73175-L Rana Disty as Rana Disty is to be shifted as being und

Amount

Lining with Designmix Cement concrete of grade M-15 ) with minimum cement contents 240 Kg/Cum, 75 mm thick in curve portion and side slopes manually including cement sand slurry 1:3, form work ,preparation of Sub Grade as per HSR item No.14.10.1.2 @310 per sqm

Lining with Designmix Cement concrete of grade M-15 ) with minimum cement contents 240 Kg/Cum, 75 mm thick in Bed manually including cement sand slurry 1:3, form work ,preparation of Sub Grade as per HSR item No.14.10.1.1 @306 per sqm

Providing and laying in position ready mixed plain cement concrete M-15, with cement content as per approved design mix andmanufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuousagitated mixer, manufactured as per mix design of specifiedgrade for plain cement concrete work, including pumping ofR.M.C. from transit mixer to site of laying and curing, excludingthe cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of theEngineer-in-charge.(Note :- 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 for sleepers). M-15 grade plain cement concrete (cement content considered @ 240kg/cum) as per HSR item No. 6.22.1.2 @ Rs. 4297/- per cum

laying 150 micron polythene sheet @ 0.13/sqm (NS)

Supply 150 micron polythene sheet @ 150/Kg (NS)

Brick work in 1:4 ( 1 cement 4 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as per HSR. 7.21.1 @ 4135/cum

Dismantling of brick masonry laid in cement sand mortar manually/by mechanical means i/c stacking serviceable materials and disposal of unserviceable material with in 50 mtr lead or as per direction of enginner incharge complete as per HSR 5.7.4 @ 655/cum

E/Work excavation as per HSR itemNo. 4.12.1 @ 87/cum

Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR item No. 14.18 @ Rs. 1 per mtr/CM depth each.

Steel reinforcement of thermo mechanically threaded bars of graded Fee-500D for RCC work , where not included in the complete rate of RCC i/c straightening, cutting bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wires etc.complete in all respect above plinth level as per HSR 6.33.6 @68/kg or 6800 per Qtl

Excavation for including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000 m as per specification as per HSR item No. 4.33

Earth work in excavation trenches as per item drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications Ordinary soil, up to 3.0 m depth by mechanical means (HSR 4.14.1) @88/cum

Brick work in 1:3 ( 1cement 3 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as per HSR. 7.21.1+(7.8 - 7.9) @ (4135.0+(3546-2791) =4890/cum

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, Pipe NP2 300mm dia 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 item No. 20.62)

Supply and fixing APM block (NS)

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 up to 600 mm dia as per HSR item No. 5.53.1 @ Rs. 95/- per mtr

Dismantling of pucca road i/c soling, wearing coat, screening and sorting & stacking of all serviceable materials with in 100 mtr distance complete as per HSR 24.37 @ 296.70+370%

Restoration of pucca road cut in level in the existing road surfece i/c preparation of sub grade, laying and relaying of soling, laying and consolidation of wearing coat to water bound macadam specifications , laying 20 mm thick premix carpat on top i/c cost of track and seal cost with supply and carriage of all required materials complete in all respect as per HSR 24.38 @ 5247+350%

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, (330kg) 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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. All works above plinth level up to floor IV level as per HSR item No. 6.25.1 @ Rs 4999/- per cum

Centering and shuttering including strutting, propping etc. And removal of form work for Foundations, footings, bases for columns as per HSR item No.6.29.1 @ Rs.174/- sqm

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and complete in all respect

Providing & laying in position Cement concrete 1:4:8 with 8 graded sone aggregate of 40 mm size in foundation and plinth excluding centering & shuttering complete in all respect as per HSR 6.1.6 @ 2735/cum

Centering and shuttering including strutting, propping etc. And removal of form work for Retaining walls, return walls, i/c atached pilasters, buttresses, plinth and string courses, fillet kerbs and steps etc as per HSR item No.6.29.2 @ Rs.316/- sqm

Providing and fixing up to floor four level precast cement concrete 1:1.5:3 string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), cost of required Centering complete.(HSR 6.381) @ 4534cum

Demolishing R.C.C. work manually/ by mechanical means cum including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. (HSR 5.25) @ 1749/cum

12 mm thick cement paster in1:4 on brick walls compete as per HSR- 11.5.2 @108/Sqm

Supply of 300 mm wide 10 mm thick PVC seal for RCC expansion joints (NS) @ 250/mtr

Credit dismantled Old Brick masonry material

Old RCC pipe 300 mm dia NP2

Old steel bars

BAL KRISHAN

M/s Hisar Construction Company

Saroha Construction Private Limited

meharchand

Krishna Construction Co