Construction of Service lane bridge at RD 53982 DS NH Bridge and RD 55523 of Panipat Drain

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 No.4.12.1

Removing/ rehandling of earth work of diversion after completion of work and dressed as per direction of engineer incharge with an average lead of 22.5mtr. HSR 6.2 (b) ( c ) I & note -II (Old HSR)

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR No.14.1

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns HSR No.6.29.1

Centering and shuttering including strutting, propping etc. and removal of form Suspended floors, roofs, landings, balconies HSR No.6.30.3

Centering and shuttering including strutting, propping etc. and removal of form Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.HSR No.6.30.2

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, excludingthe 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. (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). All works up to Plinth Level M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) HSR No. 6.22.2.2

Brick work with common burnt clay non-modular bricks of class designation 10.50 in foundation and plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) HSR No.7.21.1 + 7.3-7.4

Brick work with common burnt clay non-modular bricks of class designation 10 .50 in superstructure above plinth level up to floor IV level in all shapes and sizes in :Cement mortar 1:3 (1 cement: 3 coarse sand) HSR No.7.22.1+7.3-7.4

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 @ 330kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement isused as per design mix).All works up to plinth level HSR No.6.25.1

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. (Note :- Cement content considered in this item is @ 330kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement isused as per design mix).All works above plinth level up to floor IV level HSR No. 6.25.2

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. HSR No.27.51.3

Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. HSR No.27.49

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications. HSR 27.15

Providng & fixing drainage spouts in slab 100 mm dia PVC pipe. HSR B0241

Providing & fixing caution boards on both sides of bridge. NS item

Laying dry brick bats. HSR B0241

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand Flush / Ruled/ Struck or weathered pointing. HSR 11.25.1

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

Water Bound Macadam Grading: screenings for low volume (undesignated) (without roads Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. HSR 17.22.1

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR 17.69.2

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR 17.69.2 (Labour rate only)

Brick work with common burnt clay bricks of class designation 7.5 in mud mortar. HSR 18.1

12 mm cement plaster of mix 1 :6 (1 cement: 6 coarse sand). HSR 11.8.2

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 below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more & Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR 6.33.6 & 6.34.6

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT & H specificnation with sandy material. Old HSR 14.83+5.2+4.1

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 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 (900 mm i/d). HSR 20.62.11

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 100 mm dia pipe. HSR 5.53.2

Filling cement bags with sand or earth, and sewing, including cost of strings by mechanical/ mannual means. HSR 16.22

Empty Cement bags.

Dismentling brick work in mud. HSR 8.5 (d) (Old HSR)

Dismentling cement concrete plain 1:2:4. HSR 8.6 (d) (Old HSR)

Dismentling RCC with cleaning & strengthening and cutting of bars if required. HSR 8.6 (e) (Old HSR)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Labour rate only). HSR 13.29.2

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. HSR 13.29.2

Credit Brick

Credit of old steel

Credit RCC Pipe