Rehabilitation of Alewa Minor RD 0 to 29000 Tail including repair of intervening structures

Amount

Lining with design mix concrete of grade M-15 with minimum cement content 240kg Cum, 75mm thick in curve portion and side slope manually including 10 mm cement plaster (1:5) form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.75mm thickness, In slope, Manually HSR item No.14.10.1.2 (Drived)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg Cum, 75mm thick in curve portion and bed manually including 10 mm cement plaster (1:5) form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.75mm thickness, In bed, Manually HSR item No.14.10.1.1 (Drived)

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 concrete (cement content considered @ 240 kg Cum)) allowance upto plinth level.HSR item No.6.22.2.2

Extra allowance for form work in concrete lining in bed (for copyng) HSR Item No. 14.16 (i)

Providing and fixing in position 12mm thick bitumen impregnated per fibre board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. HSR item No.14.18

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 item No.4.12.1.

Laying of polythene 150 micron on bed sleeper (N/S).

Supply of polythene 150 micron (N.S.).

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. 4.33 (Derived)

Earth work for compaction including raming and watering etc.

Demolishing brick/tile work in cement mortar 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 HSR item No. 5.7.4

Digging pits and fixing distance marks or boundary stones. HSR item No.18.62

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.34.28

Providing and fixing Gates and Gearing

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. HSR 4.14.1

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: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) HSR 6.1.4

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) HSR 6.14.1

Providing and laying in position specified grade of reinforced cement 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-Ill): 4 graded stone aggregate 20 mm nominal size) HSR 6.14.2

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: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) HSR 6.1.2

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

Centering and shuttering including strutting, propping etc and removal of form for Suspended floors, roofs, landings, balconies and Shelves (Cast in situ) HSR 6.30.3

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. HSR 6.33.6

Providing and laying of Dry brick-on-edgeflooring in required pattern with bricks designating 10 on a bed of mud mortarincluding filling joints with jamuna sand, with common burnt clay non modular bricks HSR item No.10.34.

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 5.25

Demolishing cement concrete work manually/ by mechanical means including and disposal of material within 50 metres lead as per direction of Engineer - incharge. HSR 5.23.2

Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubberring sI SI marked antiternmite as required at site into trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete bed sand side oftrenches, if required jointing with rubberrings in trenches and jointing with 1:3/2 cement sand mortar and with enddowels filled with 1:3/2 cement sand mortar and finishing the joint satanangle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to auni form 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 600 mm HSR Item No. 21.95.5.

Removing hume pipes-NP2&3 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 HSR 5.53.1 ( 600 mm pipe)

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) 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) HSR item No. 6.1.8

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 item No. 17.69.2

Granular Sub-Base with Coarse Graded Material - Grading-I or II or Ill (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications.Grading I material HSR item No.17.15 (1)

Water Bound Macadam -grading I (without screening) 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. HSR item No.17.22.1.

Providing and applying tack coat with penetration grade bitumen VG-10 pressure distributor at the rate of 1.0 kg per sqm on the prepared granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. HSR item No.17.26.2

Type B with VG -10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kgSqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. HSR item No.17.35.2.

Type B with VG -10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kgSqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. HSR item No.17.36 (3)

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

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

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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) HSR item No.6.1.6

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) HSR item No.7.21.1

Pointing with cement mortar (1 :3) on brick work 1300 & in substructure as per MoRT&H Specifications. HSR item No.27.2

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 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 cum graded stone aggregate 20 mm nominal size) HSR item No.6.1.1

Cautionary sign board 900x900x900mmtriangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 495 6 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test aboratory conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 HSR 34.4.1

Demolishing dry brick on end edging pitching in works, drais. HSR Item No. 17.75

Mandatory sign board 900 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 HSR 34.6.1

Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 HSR 34.11.1

Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019. HSR 34.35

Supply of APM Blocks 4500 per no.

Credit of dismentled brick work

Credit of dismentled tile lining

Credit of RCC pipe 600mm dia NP-3

Credit of steel scrap

SURESH KUMAR CONTRACTOR

MUKESH KUMAR CONTRACOR