Remodeling of Sorra Disty. from RD 0 to 160000 offtaking at RD 97050-R Loharu Canal

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge as per HSR 5.7.4 (in cement Mortar).

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. HSR 5.23.2 (Nominal concrete 1 :2:4.

Demolishing RCC work manaully/mechanical means including stacking of steel bars and disposal of unserviceable material as per HSR item No. 5.25.

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 item No.4.32 I/C all leads & lifts.

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:5:10 (1 cement : 5 coarse sand (zone-III): 10 HSR NO. 6.1.7 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded HSR NO. 6.1.2 stone aggregate 20 mm nominal size)

Earth work filling with compaction & dressing

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 item No.4.12 I/C all leads lifts (Contractor's Own Earth- any lead)

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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. HSR Item No. 4.12.1 I/C refilling around sturucture I/C all leads & lifts.

Brick work with common burnt clay modular bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Hsr Item No. 7.20.1

M-20 grade plain cement concrete(cement content considered @ 300kg/cum HSR Item No. 6.22.1.1

Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mmnominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR Item No. 15.5

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 spiralstair cases above plinth level up to floor four level, excluding thecost of centering, shuttering, finishing and reinforcement with1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size). Hsr item No 6.16

12 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) Hsr item No.11.5.2

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3fine sand):Hsr item No.11.25.1

Providing lowering cutting jointing and testing RCC pipe class NP3 as perIS-458-2003 with spigot & socketed joints manufactured with ISI markedsulphate resistance cement as per ISI 12330 with rubber rings ISI markedantiternmite as required at site in to trenches for all depths and laying outthe same to correct alignment gradients and levels including dressing andtrimming and cutting of concrete beds and side of trenches, if requiredjointing with rubber rings in trenches and jointing with 1:3/2 cement sandmortar and with end dowels filled with 1:3/2 cement sand mortar andfinishing the joints at an angle of 45 degree with faces of spigot of socketjoints cutting and finishing the cut surface to a uniform finish etc. as fullydescribed in item No. 21.38, item 21.44, item 21.45, & item 21.46including cartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 350 mm Hsr Item No.21.95.1

Providing and filling sand envelope of grading zone IV or coarsergrade,100mm all-round the G.I. pipes in external work 150 mm dia pipe Hsr item no. 22.93.10

Brick Masonry Work in Cement Mortar 1:3 inFoundation complete excluding Pointing andPlastering, as per Drawing and TechnicalSpecifications MORT&H use 1300 HSR 15.6.1

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, piers, abutments, pillars, posts and struts as per HSR No. 6.29.3

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

Providing and laying M-15 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, 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 upto plinth level, cement content @240 Kg./Cum. HSR 6.22.1.2

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) Hsr item No.11.8.1

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 upto plinth level cement content @330 Kg./cum HSR 6.24.1

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 upto floor IV level cement content @330 Kg./cum HSR 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 pecifications as per HSR No.27.51.3

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 HSR No 9.57.2 (110mm Dia.)

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 6.33.6

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 1litre for 2 sqm. As per HSR No 27.49

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & ocketed 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 as per HSR 21.95.8 (Taking Dia 900mm)

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 as per HSR No 5.53.2 (above 600 mm dia)

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks as per HSR No.10.34

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge as per old HSR No. 17.5 (d) (In Mud Mortar)

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

Gates - Regulation Gates including Shutter, Frame embedded in abutment like channel section, Gearing, All Supports, Ladder, Key, complete in all respects as per direction by Engineer (Drawing to be prepared by agency and to be proof checked by Govt Institution all cost will be bear by agency and to be approved by competent Authority)\

Shifting of Electrical Pole. HSR NO. 24.9.1 (incl Payment to DHVBN and shifting cost) (One Job means one location)

Demarcation by DGPS. (Include demarcation from head to tails- if requiredper requirement or as)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in side slope including curing and deducting cement sand slurry on curve portion including lip cutting if required, Dressing, Template on curve portion, formwork and scaffolding on curve portion - complete in all respect, 14.10.1.2 @ 310-33 = 277 Rs.

10 mm cement plaster of mix 1:5 (1 cement: 5 fine sand)

Providing 150 micron polythene sheet under sleeper

Laying 150 micron polythene sheet under sleeper

Filling expansion joints, with special impervious hot pour, 12.5 mm wide HSR ITEM NO. 6.58

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Hsr item no. 6.1.6 stone aggregate 40 mm nominal size)

Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 40mm thick Hsr item no 6.8.2

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) Hsr item no 7.22.1

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 : Hsr item no 9.17.1

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

6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand Hsr item no 11.1.1

Providing and fixing fan hook made from 8 mm dia MS rod 75 cm long of required shape and size Hsr item no 23.23.4

Providing and fixing angle iron frames for doors, windows and ventilators ofmild 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 orto the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete asper the direction of Engineer-In-charge.Hsr item no 13.2

Providing and fixing factory made shutters of Pre-laminated particle board flatpressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade lType ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium 'U' type edge beading all- round the shutter, includingfixing with angle cleat, grip strip, cadmium plated steel screws, including fixing of aluminium hinges 100x63x4 mm etc. complete as per architecturaldrawing and direction of Engineer-in-Charge (Cost of 'U' beading and hinges will be paid separat ely). 25 mm thick Hsr item no 12.21.1

Providing and fixing glass strips,4 mm thick in terrazzo/ cement concrete floors.Hsr item no 10.85.3

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc.Hsr item no 12.50.2

Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid separately)35 mm thick shutters Hsr item no 12.20.1

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketedpipes 110 mm diameter Hsr item no 9.57.2

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : Hsr item no 9.62.1

roviding and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for 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.shoe Hsr item no 9.58.6.1

Making Khurra 45cm x 45 cm with av min 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 12mm 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. (top and bottom)Hsr item no 9.18

Wall painting on a cement plaster surface with acrylic emulsion paint ofapproved brand and manufacture to give an even shade :Two or more coats on new work Hsr item no 11.71.1

Painting two coats excluding priming coat with synthetic enamel paint in allshades on new wood work or metallic or plastered or concrete surfaces to give an even shade Hsr item no 11.78

Providing and laying in position specified grade of reinforcedcement concrete, excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)HSR Item No.6.14.2

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) Hsr item no.11.93.1

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre hsr item no. 11.69.2

Lettering with black Japan paint of approved brand and manufacture Hsr item No. 11.113

Preparation of ply wood surface for painting including sand paperingthe surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface torequired finish complete Hsr item no 11.76

Painting with silicon & acrylic emulsion based water thinnable sealer ofapproved brand and manufacture on wet or patchy portion of plastered surfaces :2 coats Hsr item no 11.72.2

Providing and laying of flat brick or tile flooring with bricks of class designation 7.5 laid in cement sand mortar 1:4 on 100 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointing 1:2 on top.Hsr item no 10.35.1

Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers Hsr item no 6.30.5

Providing and fixing HEDP water storage tank 500 ltr Hsr item no LS HSR NO. 22.183.2.1

Providing and fixing brass bib cock of approved quality 15 mm nominal bore Hsr item no 22.96.1

PVC CONDUIT and MS/GI BOX only for LIGHT/FAN/Call bell point wiring Hsr item no 23.7.1.3

Credit of Material Brick recovered after dismantling @ 540/- Per Cum

Old Steel @ 2500/- Per Qtl.

REMOVING NP-3 Pipe @ 3124/- Per Mtr.(Execpt labour)

Brick/tile bats

M/s Bishan Parkash and Company

m/s omparkash contractor

M/s Shivji Singla and Sons