Supply,Laying and Jointing of Sewer Line and Other related works at Saraswati Hi-Tech City Naini,Allahabad

Amount

Laying and Jointing Sewer Line

Excavation in foundation for laying of Sewers, Manholes, Gully Pits, Chambers, Sumps etc., in ordinary soil (earth, sand, loam or clay) including cutting of joints pits, trimming, levelling and dressing of trenches in 20 CM layers watering and ramming the same including removal of surplus earth or other dismantled material, upto a distance of 30.00M from the center of the trenches including cost of all materials, necessary T & P labour etc. required for proper completion of the work. 0.00M. to 1.50M.

Excavation in foundation for laying of Sewers, Manholes, Gully Pits, Chambers, Sumps etc., in ordinary soil (earth, sand, loam or clay) including cutting of joints pits, trimming, levelling and dressing of trenches in 20 CM layers watering and ramming the same including removal of surplus earth or other dismantled material, upto a distance of 30.00M from the center of the trenches including cost of all materials, necessary T & P labour etc. required for proper completion of the work. 1.50M. to 3.00M.

Excavation in foundation for laying of Sewers, Manholes, Gully Pits, Chambers, Sumps etc., in ordinary soil (earth, sand, loam or clay) including cutting of joints pits, trimming, levelling and dressing of trenches in 20 CM layers watering and ramming the same including removal of surplus earth or other dismantled material, upto a distance of 30.00M from the center of the trenches including cost of all materials, necessary T & P labour etc. required for proper completion of the work. 3.00M. to 4.50M.

Dewatering of trenches below Water table by pumping plant and ordinary pump during the excavation, laying of Pipe and other appurtenant works including Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessary T & P labour etc. required for proper completion of the work as per direction of Engineer-in-charge. 1.50M. to 3.00 M. BWT.

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 250 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 300 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 350 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 450 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 600 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 500 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 800 MM DIA RCC Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 1000 MM DIA RCC Pipe

Providing and laying S & S Centrifugally 250mm dia Class K-7 Cast (Spun)/ Ductile Iron Pipes conforming to IS:8329 for road crossing including cost of cartage and all taxes, UPST, CST, VAT etc. complete including cartage up to site of work. Pipe should be ISI Marked as per DSR ite 18.72.4 including cost of all materials, labour and T & P etc. required for proper completion of the work as directed by the Engineer-in-charge.

Collection and laying of approved quality hard stone ballast (22.4-53 mm) gauge from approved quarry, including cartage and stacking at road side including all taxes, octrai, toll Tax and other such type of taxes including cost of all material, labour and T & P etc. required for proper completion of the work and as directed by the Engineer-in-charge.

Providing and laying Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including cost of all meterial, labour and T & P etc., required for proper completion of the work as directed by the Engineer-in-charge. 0.00 to 1.50M. B.G.L.

Providing and laying Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including cost of all meterial, labour and T & P etc., required for proper completion of the work as directed by the Engineer-in-charge. 0.00 to 3.00M. B.G.L.

Providing and laying Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including cost of all meterial, labour and T & P etc., required for proper completion of the work as directed by the Engineer-in-charge. 0.00 to 4.50M. B.G.L.

Collection, stacking and laying of approved quality Ganga Sand in trenches including cartage and stacking including all Taxes, octrai, toll Tax and other such type of taxes including cost of all material, labour and T & P etc. required for proper completion of the work as directed by the Engineer-in-charges.

Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc., complete. (Measurements to be taken of the face area timbered) Depth exceeding 3 m but not exceeding 4.5 m including cost of all materials, necessary T & P labour etc. required for proper completion of the work.

Construction of RCC Circular Manhole of 1.20 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 - 1.50 M. Depth

Construction of RCC (1:1.5:3) Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 2.00M. Depth

Construction of RCC (1:1.5:3) Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 2.50M. Depth

Construction of RCC (1:1.5:3) Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 3.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 3.50M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 4.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 4.50M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 5.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 5.50M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 6.00M. Depth

Supply and mixing of water proofing compund of approved quality of approved quality, 2% of cement as per direction of Engineer in Charge including cost of all material, labour and T & P etc. complete as required for proper completion of the work.

Providing and fixing R.C.C. Ventilating Column of 9.00 M long AS PER TYPE DESIGN with cowel including cost of all material, labour and T & P etc. complete as required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge.

Dewatering of manholes below Water table by pumping plant and ordinary pump during the excavation, laying of Pipes construction of manhole and other appurtenant works including cost of all materials, Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessar T & P etc. required for proper completion of the work as directed by the Engineer-in-Charge. 3.00 to 4.50M. Depth

Dewatering of manholes below Water table by pumping plant and ordinary pump during the excavation, laying of Pipes construction of manhole and other appurtenant works including cost of all materials, Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessar T & P etc. required for proper completion of the work as directed by the Engineer-in-Charge. 4.50 to 6.00M. Depth

M/S KUMAR CONSTRUCTION

M/s Varindera Constructions Limited