Remodeling of Titoli Minor from RD 0 to 29600 Tail.

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 1.5m, as directed by Engineer-in-charge. All kind of soil. HSR item No. 4.12.1

Lining with deisgn mix concrete of grade M-15 with minimum cement content 240 kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:5) 10mm plaster including curing, form work ,dressing and preparation of sub grade in bed as per specification HSR 14.10.1.1

Lining with deisgn mix concrete of grade M-15 with minimum cement content 240 kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:5) 10mm plaster including curing form work ,dressing and preparation of sub grade in side slope as per specification HSR item no 14.10.1.2

Laying of polythene 150micron in bed As per CADA (NS item)

Supply of polythene 150 micron

Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. HSR 6.58

Boundary pillar as per approved design old HSR item No. 10.131

RD stone as per approved design old HSR No. 10.129 (3)

Providing & fixing in position 20mm thick pre-moulded bituminous joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 mts spans to cater for a movement upto 20 mm covered with sealant complete as per drawing and MORT&H specifications as per HSR item No. 27.51.3

Brick work for cautionary walls HSR Item No 15.6.4

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level HSR 6.1.4(1:3:6) with stone aggregator 20mm size

Providing & laying base course consisting of 100mm thick cement 1:8:16 and 100mm sand & stone filling HSR 10.1

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, 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. M-15 grade plain cement. HSR item No. 6.22.2.2 for sleeper & coping

Plain cement concrete in open foundations PCC grade M-10 complete as per drawing and design as per HSR Item No 6.22.2.3

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. All works up to plinth level. HSR item 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. All works above plinth level up to floor IV level. HSR item No. 6.25.2

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

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

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 (1000 mm dia). HSR item No. 21.95.9

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 (900 mm dia). HSR item No. 21.95.8

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 (600 mm dia). HSR item No. 21.95.5

Soling old brick bats as HSR item No. B0012

PCC Grade M15 (with concrete Mixer) Height up to 5m HSR item No. 27.5

RCC Grade M-25 Upto height of 5 M HSR item No. 27.27.1.1

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications HSR 6.33.6

Back Filling Behind abutment, wing walls retaining walls complete in all respect HSR 27.16.2

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:4 HSR 15.6.3

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):Raised and Cut pointing HSR 11.25.2

Providing & laying damp proof course with Cement conc 1:2:4 HSR 6.8.2

Providing and laying in position specified grade of reinforced cement concrete with (1:1.5:3), excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level:HSR 6.14.1

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1: 3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat. HSR item No. 9.11.1

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel crimer.HSR 13.6.1

Painting the wooden I metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade HSR 11.82.1

Providing and fixing M.S. round or square bars with M.S. flats atrequired spacing in wooden frames of windows and clerestory windows HSR 30.73

Centering and shuttering including strutting, propping etc and removal of form work for foundation footing bases of coulmn. HSR item No. 6.29.1 (item No. 24)

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

Centering and shuttering including strutting, propping etc and removal of form work for Column, pier, Abutment etc. HSR item No. 6.29.3

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

Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primr after pre-treatment of the surface as directed by Engineer-in-charge HSR 13.3.1.1

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

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carrriage of all material, labour charges, scaffolding, sundries etc complete as per HSR Item No 11.58

Providing and fixing drainage spouts in slab. NS Item

Caution board as per market rate (NS item)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer. HSR item No. 11.64.1

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 in cement mortar. HSR item No. 5.7.4

Providing & laying average 6mm thick POP Coating on walls, Ceiling, beams and lintels etc. complete in all respects, 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 @ 2.20kg/10 sqm) HSR 11.95.1

Providing & fixing Gates & Gearing arrangements on Head Regulator (NS Item)

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

Dismantling of Cement Conc. Platform alongwith curtain walls and base conc. Etc including Stacking of useful material near the site & disposal of unservicable material within 50mtr lead. HSR item NO. 5.24.3

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 - incharge. HSR item No. 5.25

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 item No. 5.53.2

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 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 cum graded stone aggregate 40 mm nominal size). HSR item No. 6.1.7

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 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum. HSR item NO. 6.1.2

Laying RCC Pipe NP2/450mm dia under S/road for outlets HSR item No. 20.62.6

Steel work in built up tubular (round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete as per HSR item No. 13.27

Compacting original ground belowembankment Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications

Providing & laying conglomerate floor 40mm thick HSR 10.8

Credit of Brick bats

Credit of Steel

Credit of pipe