Providing, Laying and commissioning of Water Supply System, Sewerage Sewerage and restoration of the dismantled streets in the left out area under AMRUT-I of MC Panipat.

Amount

Providing, jointing, laying, testing and commissioning of HDPE PE-100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS - 14333 by trenchless method adopting any suitable technology below ground at required depth including carriage etc. complete in all respect, construction of thrust pit and recieving pit of required size upto 3m depth and soil investigation, making suitable arrangement for barricading of pits, refilling of pits in compacted layers of 150mm including disposal of surplus material with a lift and lead upto 50 meter as per specification and direction of the Engineer 1). 560 mm Outer Diameter Pipe.

Providing, fixing and construction of pre-cast RCC M-40 grade circular Road Side Inspection Chamber having internal dia 0.45m and upto 0.60m depth including excavation of earthwork for chamber and having pre-cast RCC M-40 grade cylindrical piece 0.60 m total height, 100mm wall thickness within built manhole cover frame on top including concreting PCC 1:4:8 grade for 100mm thick, PCC 1:2:4 for benching and channel portion and upto top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing with circular 450mm dia precast SFRC MD manhole frame and cover complete in all respect including shuttering, reinforcement steel testing for water tightness including opening for 2Nos. 110 mm OD and plugging the same etc complete in all respect (including the cost of manhole cover and frame) as per specification and the direction of the Engineer-In- Charge

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 400-600 mm dia:- 1). Depth From 3.00 Mtr to 3.29 Mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 400-600 mm diameter:- 1). Depth from 3.30 Mtr to 3.59 Mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 400-600 mm diameter. 1). From Depth 3.60 mtr to 3.89 mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@ 300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe size 400-600 mm dia 1). Depth from 3.90 Mtr to 4.19 Mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 400-600 mm 1). For Depth 4.20 Mtr to 4.49 Mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 400-600 mm 1). Depth from 4.50 to 4.79 mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 700-900 mm Dia. 1). Depth from 3.60 mtr to 3.89 mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For Pipe Size 700-900 mm Dia 1). Depth from 4.5 mtr to 4.79 Mtr

Construction of Pre-cast RCC M-40 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 50 meter. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 2120 mm dia bedding in foundation, providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. This also includes circular starter M-40 base wall up to 50 mm above outer dia. of sewer pipe and 160 mm thick M- 40 vertical wall in conjective standard size 300 mm high rings, RCC M-40 grade top slab. P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour( @300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: 1). Extra for additional RCC ring of 300 mm height or part thereof for RCC wall of same specification as above for accomodating depth variation, if any

P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: 1). Depth from 2.70 m to 2.99 m

P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For pipe size 400-600 mm dia:- 1). Depth from 1.80 m to 2.09 m

P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For pipe size 400-600 mm dia:- 1). Depth from 2.10 m to 2.39 m

P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For pipe size 400-600 mm dia:- 1). Depth from 2.40 m to 2.69 m

P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: For pipe size 400-600 mm dia:- 1). Depth from 2.70 m to 2.99 m.

P and F of 560 mm SFRC Extra heavy duty manhole cover and frame(EHD-35) as per IS:12596 and as per specifications to withstand for class AA loading, including steel bar embedded plastic steps of size 263x165 mm of orange colour (@300 mm c/c) confirming to IS specifications and sealing of all joints with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer In charge, for following average Invert depths: 1). Extra for additional RCC ring of 300 mm height or part thereof for RCC wall of same specification as above for accomodating depth variation, if any

Construction of Brick masonry rectangular manhole chamber having 1200mmX900 mm internal dimensions with 0.9 m invert depth as per detailed specification including required excavation of earth in all types of soil such as murrum, sand, sandy-silt, black cotton soil and kankar etc., disposing of surplus excavated material within a lead of 1.0 km. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) , construction of Brick masonry masonry wall 230 mm thick in cement mortar 1:5, laying of plain cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate) in channel,benching and benching as per drawing. 12 mm thick plaster in CM 1:2 on inner face of chamber, finishing of channel and wall with neat cement punning,15 mm thick cement plaster in CM 1:5 on outer face of chamber in full depth, RCC roof slab including supplying and fixing of SFRC heavy duty (EHD-35) manhole cover with frames marked with ISI : 12592 with clear opening 560 mm diameter , SandF of steel bar embeded plastic steps of size 263x165 mm of orange colour ( @ 300 mm c/c) confirming to IS specifications complete as per detailed specification and as per directions of Engineer-in- charge complete job for:- For 200-300 mm i/d pipe sewer:- 1). Depth from 0.9 to 1.19 m

Construction of Brick masonry rectangular manhole chamber having 1200mmX900 mm internal dimensions with 0.9 m invert depth as per detailed specification including required excavation of earth in all types of soil such as murrum, sand, sandy-silt, black cotton soil and kankar etc., disposing of surplus excavated material within a lead of 1.0 km. The work includes laying of 150 mm thick plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) , construction of Brick masonry masonry wall 230 mm thick in cement mortar 1:5, laying of plain cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate) in channel,benching and benching as per drawing. 12 mm thick plaster in CM 1:2 on inner face of chamber, finishing of channel and wall with neat cement punning,15 mm thick cement plaster in CM 1:5 on outer face of chamber in full depth, RCC roof slab including supplying and fixing of SFRC heavy duty (EHD-35) manhole cover with frames marked with ISI : 12592 with clear opening 560 mm diameter , SandF of steel bar embeded plastic steps of size 263x165 mm of orange colour ( @ 300 mm c/c) confirming to IS specifications complete as per detailed specification and as per directions of Engineer-in- charge complete job for:- For 200-300 mm i/d pipe sewer:- 1). 1.20 m to 1.49 m invert depth.

Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part 11):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1). 200 mm internal diameter pipe.

Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 1). 100 mm dia

Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 1). 150 mm diameter

Construction of brick masonary sluice valve chambers for the valves to be installed in the system. The chamber shall be as per the drawing and material of construction shall be as given in the specifications in the tender document. (Size 1200 x 1200 mm)

Making House Water Connections from water supply distribution pipe with GI pipe, ferrule and complete in all respect as per AMRUT-I specifications and guidelines.

Extra for MS clamp fitted with GI nipple/PVC sadle piece for AC/PVC pipe.

Bidder Name

Amount

TIRUPATI CEMENT PRODUCTS (GSTN-06AACFT2702L1ZB) BID ID -1014882

arjun buildtech private limited (GSTN-06AAHCA6771G1ZL) BID ID -1015901

arjun buildtech private limited

arjun buildtech private limited