Remodeling of Shudkan Distributory with Cement Concrete lining from RD 118000 to 152000 off-taking at RD 189990/L of Sirsa Branch including other structures.

Amount

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km (HSR Item No.4.33 (Drived))

Earth work for compection zone including ramming and watering of the earth in layers not exceeding 20 cm complete. (HSR Item No.4.33 (Drived))

Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means, 0 to 1.5m depth. (HSR Item No. 14.24.1)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in bed manually including 10 mm thick cement plaster 1:5, form work, dressing and preparation of sub grade, including curing as per directions of Engineer-in-charge. 75mm thickness In bed (HSR 14.10.1.1 (Drived).

Lining with design mix concrete of grade M-15 with minimum cement content 240kg per cum, 75mm thick in curve portion And side slope manually including 10 mm thick cement plaster 1:5, form work, dressing and preparation of sub grade, including curing as per directions of Engineer-in-charge 75mm thickness In side (HSR 14.10.1.2) (Derived).

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 kind of soil. HSR item No. 4.14.1 @ Rs. 93.00 per cum

Dimentelling lime concrete, cement concrete block lining manually / by mechanical means and disposal of material within 50 mtr lead as direction of Engineer -in- charge. (HSR Item No.5.23.2)

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 in all kind of soil as directed by Engineer-in-charge. @ Rs. 87.00 per cum. (HSR Item No.4.12.1)

Steel reinforcement for R.C.C. work, Where not included in tne complete rate of R.C.C including straightening, cutting, bending, placing in posltion, 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-500 D OR more. (HSR Item No.6.33.6)

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

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

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 for Columns, Pillars, Piers, Abutments, Posts and Struts. (HSR Item No.6.30.6)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts and extra for shuttering in circular work (20% of respective centering and shuttering items) (HSR Item No.6.30.6 & 6.30.14)

Edges of slabs and breaks in floors and walls Under 20 cm wide (HSR Item No.6.30.16.1)

Providing and laying in position ready mixed plain M-15 grade cement concrete, ( cement content considered 240 kg/ cum) 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. Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excees cement is used as per design mox. All work upto plinth level.@ Rs. 4224.00 per cum.(HSR Item No.6.22.2.2)

Providing and laying in position machine batched and machine mixed design mix M25 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 All works above plinth level up to floor IV level Extra for providing richer mixes up to plinth and at all floor levels. Providing M-30 grade concrete instead of M-25 cum grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). (HSR Item No.6.25.2 + 6.26.1)

Providing and laying in position machine batched and machine mixed design mix M25 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 All works above plinth level up to floor IV level Extra for providing richer mixes up to plinth and at all floor levels. Providing M-35 grade concrete instead of M-25 cum grade BMC/ RMC. (Note Cement content considered in M-35 is@ 350 kg/ cum) (HSR Item No.6.25.2 + 6.26.2)

Providing and laying in position machine batched and machine mixed design mix M25 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 All works above plinth level up to floor IV level Extra for providing richer mixes up to plinth and at all floor levels. Providing M-40 grade concrete instead of M-25 cum grade BMC/ RMC.(Note Cement content considered in M-40 is @ 360 kg/ cum)(HSR Item No.6.25.2 + 6.26.3)

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)

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 stone aggregate 40 mm nominal size). (HSR Item No.6.1.3)

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). @ Rs. 4135.00 (-) 22.00 = Rs. 4113.00 per cum. (HSR Item No.7.21.1)

Supply of A P M Block @ Rs. 5000.00 Each. (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)

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 Cemet Mortar. (HSR Item No.5.7.4)

Demolishing R.C.C. work by mechanical means and stockpiling cum at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. (HSR Item No.5.26)

Granular Sub-Base with Close Graded Material· (Table:- 400-1)Plant mix method Construction of granular sub-base by providing material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401. Grading I material. (HSR Item No.17.14.1)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR Item No.11.78)

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. 110 mm diameter. (HSR Item No.9.57.2)

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 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: @ Rs. 4065.00 per mtr. (HSR Item No.21.95.8)

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 above 600 mm dia (HSR Item No.5.53.2)

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete. (HSR Item No.27.17)

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 Item No.27.15)

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm thick) (HSR Item No.28.28.1)

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 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 0.45 x 0.45 x 0.75 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 672012 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 laboratory conforming to clause 6.7 of IRC 67-2012 MORTH (Specs) 408 408 801 801 680 Using retro reflective Sheeting Class C as per IRC 67 2012. (HSR Item No.34.4.1)

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 0.45 x 0.45 x 0.75 m 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 Item No.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 0.45 x 0.45 x 0.75 m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 672012 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 Item No.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. (HSR Item No.34.35)

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) (HSR Item No.27.44.2)

Supply of polyten sheet 150 micron. (N.S)

Mastic Asphalt wearing coat 516 & 2702 Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MoRTH Specification (5th Revision, 2013). (HSR Item No.27.41)

Providing and fixing 20 mm thick 150 mm depth tar felt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. (HSR Item No.14.47)

Filling expansion joints with special impervious hot pour, 12.5 mm Wide.( HSR item No.14.18).

Laying of polythine Sheet @ Rs. 0.13 per Sqm (HSR Item No.10.17)

Credit of dismatled Brickwork material (N.A)

Credit for steel & scrap (N.A)

Credit for NP-3 Pipe dia 900 mm dia. @ 70% of item No. 34 (N.A.)

Credit for cement concrete block 1 ft x 1 ft x 0.16 ft (HSR Item No.14.13)

Raghbir Singh Contractor

ROHTASH KUMAR CONTRACTOR

M/s Bishan Parkash and Company

M/S LAXMI CONSTRUCTION CO.