Rehabilitation / relining of Bhakra Main Branch from RD 67500-115000 (expect Punjab reaches i.e. RD 76520 to 82375 and RD 104856 to 106670) under Phase-I, offtaking at RD 538630-Tail BML in Tohana W/S DivisionTohana of BWS Circle Fatehabad under NABA

Amount

Dismantling brick work, tile masonry of tile lining and tile teracing in cement (Old HSR item No. 8.5 (b)

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. New HSR 2021 item No.4.12.1 All kinds of soil

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)

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means New HSR 2021 item No. 14.2

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

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, M-10 grade (cement content considered @ 220 kg/cum) 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. (HSR item No. 6.22.2.3)

Providing and laying in position ready mixed plain cement concrete M-15, grade with cement content 240 kg/ cum 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. (HSR item No. 6.22.1.2)

Providing and laying in position ready mixed plain cement concrete M-20 grade, with cement content 300Kg/Cum 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.All works up to Plinth Level. (HSR item No. 6.22.2.1) Note: Less cement used as per design mix is recoverable. However no extra payment shall be if excess cement is used as per design mix) (HSR item No. 6.22.2.1)

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 330 Kg/Cum 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.All works up to plinth level. (HSR item No. 6.25.1) Note: Less cement used as per design mix is recoverable. However no extra payment shall be if excess cement is used as per design mix)

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content 350 Kg/Cum 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. All works above plinth level (HSR item No. 6.25.2 & 6.26.2) Note: Less cement used as per design mix is recoverable. However no extra payment shall be if excess cement is used as per design mix)

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 (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (HSR item No. 6.33.6)

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

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

Bending and fixing iron rungs in lined slopes. (HSR item No. 14.19)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) as per New HSR item No.- 7.21.2

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) (Derived rate)

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) as per New HSR item No.- 7.21.1

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) as per New HSR item No. -7.22.1

Laying design mix grade M-15, with minimum cement contents 240 Kg/cum. 150mm. thick with paver on side slope with censored pavor machine (latest technology) over existing lining with weght batching and mixing plant, transporting, vibrating, providing & fixing PVC strips joints by using Mechanical contrivance, smooth finishing curing of lining by spraying pigment liquid membrane curing compound in side slope and curved portion including dewatering, pumping out of water caused by spring, sub soil water, rain water, canal leakage etc. and lowering of SSWL, wherever required and cost of all material including water and compacting in sides and application of rendering with 6mm thick cement sand slurry (1:3) on the existing lining side slope, collecting debries and disposed of collected material as per approved drawing and specification & relevent IS code (latest revision) and as directed by Engineer-in-charge including cost of sampling, testing of finished work all type of water arrangement complete in all respect (Derived rate)

Laying design mix grade M-15, with minimum cement contents 240 Kg/cum. 150mm. thick with paver in bed with censored pavor machine (latest technology) over existing lining with weght batching and mixing plant, transporting, vibrating, providing & fixing PVC strips joints by using Mechanical contrivance, smooth finishing curing of lining by spraying pigment liquid membrane curing compound in side slope and curved portion including dewatering, pumping out of water caused by spring, sub soil water, rain water, canal leakage etc. and lowering of SSWL, wherever required and cost of all material including water and compacting in sides and application of rendering with 6mm thick cement sand slurry (1:3) on the existing lining side slope, collecting debries and disposed of collected material as per approved drawing and specification & relevent IS code (latest revision) and as directed by Engineer-in-charge including cost of sampling, testing of finished work all type of water arrangement complete in all respect (Derived rate)

Providing and Placing seal as per IS 12200 of 1987 complete in all respect as per specification and directed by Engineer-in-charge

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR item No. 6.30.1)

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

Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR item No.- 10.9)

Washing concrete surface scrubbing with brushes including preparing and laying slurry (Old HSR item No 10.119)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (75 mm diameter) as per New HSR item No. -9.57.1

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR item No. 9.18)

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR item No. 13.2)

Providing and laying 40mm thick damp proof course with cement concete 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate, 12.5mm nominal size(HSR item No. 6.8.2)

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. (On steel work) as per New HSR item No.-11.73.1

Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 litre/1O sqm

Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR item No. 10.77)

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 item No. 13.29.2)

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). (HSR item No. 11.95.1)

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 8-1 0 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 as per New HSR item No. 17.22.2

Digging pits and fixing distance marks or boundary stones. Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (HSR item No. 18.62 & 34.28 )

Providing and laying common burn clay non modular bricks tiles of class 10 over mumty roofs, grouted with cement mortar 1:3 (1 cement: 3 find sand) mixed with 2% of integral water proofing compound by weight of cement, over 12mm layer of cement mortar 1:3 (1 cement :3 fine sand) and finished neat with common burnt clay non modular bricks/tile clause designation 10 (HSR item No. 9.14)

Replacement, Supply & Fabrication of Old Gate as per sizes complete in all respect of size 4746x4270mm

Fabrication, Supply, Erection & Commissioning of M.S. Columns, Staircase and Platform including chequard plate complete in all respect.

Supply & Insttallation of 30 KVA Generator set comp. In all respect.

Replacement of J – Type Musical Rubber seal 100 x 12 x 44 with G.I. Nuts and Bolts complete in all respect.

Replacement of Flat Type Bottom Rubber Seal 80 x 12 with G.I. Nuts and Bolts complete in all respect.

Replacement of Wheel Assembly set as per existing sizes complete in all respect.

Provinding rope drum hoist having 5 ton capacity complete in all respect

Replacement of Old Hoist with new winch machine hoist having 1/1.5 ton capacity complete in all respect

Electrification & Modification of Gates to operate Electrically with electric motor 5 H.P. (960 RPM) with extended shaft, Horizontal foot mounted in due on motors, continuously

Installation of Gates and Hoisting System with the help of hydraulic movable crane complete in all respect.

Dismantling of Old Gate and Structure winch machine with the help of hydraulic movable crane complete in all respect.

Alignment, Oiling and Greasing of Gates and Gearing Arrangement complete in all respect.

Scrapping, Cleaning and Painting of Gates & complete structure arrangement with CA-50 Black Epoxy & Smoke Grey Paint complete in all respect.

Replacement of Single Spindle Hoist as per existing sizes complete in all respect.

Recovery of Steel scraps

Recovery of brick bats

Recovery of tiles bats

M/s Shivji Singla and Sons

M/s Bishan Parkash and Company

HS ENGINEERS AND ASSOCIATES