Construction of 10LL U.G. Sump, 5LL OHT with pump room and providing 350mm dia pumping main line from existing TTRO Pumping main to the proposed sump in plot no.A-1/1 at SIPCOT Industrial Park, Pillaipakkam

Amount

Construction of 10 LL Sump with Pump Room

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers. - Open Earthwork Excavation - Upto 2.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc.,complete complying with standard specification and as directed by the SIPCOT Officers. - Open Earthwork Excavation - Second Depth 2.00m to 3.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers. - Open Earthwork Excavation - Third Depth 3.00m to 4.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers.- Open Earthwork Excavation - Fourth Depth 4.00m to 5.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers. - Narrow Founation - Fourth Depth 4.00m to 5.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers.- Narrow Founation - Fifth Depth 5.00m to 6.00m Depth

Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and compacted including cost and conveyance of Gravel to site and labour charges etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - Plinth Beam

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with standard specification and as directed by the SIPCOT Officers. - Side Walls below Ground Level - Vertical Surfaces, etc

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complete complying with standard specification and as directed by the SIPCOT Officers.- For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

Below Ground Level

Upto 3.30m Above Ground Level

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with standard specification and as directed by the SIPCOT Officers.. - For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the SIPCOT Officers. - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. - Below Ground Level

Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete complying with standard specification and as directed by the SIPCOT Officers..

Supplying and fixing in position C.I.Manhole covers heavy duty of 600mm X 600mm sizes of best approved quality and as per atandard specifications etc.,complete complying with standard specification and as directed by the SIPCOT Officers..

Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete complying with standard specification and as directed by the SIPCOT Officers.

For 8mm to 16mm

For 20mm to 32mm

Providing and fixing in position of PVC water bar 150mm wide with single bulb for horizontal joints necessary holders fabrication, the rate inclusive of cost of water bar, holders fabrication and fixing in position etc complete as per standard specification and as directed by the Engineer complete complying with standard specification and as directed by the SIPCOT Officers.

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand, three aggregates) using 20mm HBG stones for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step slab of 25mm X 25mm etc,complete complying with standard specification and as directed by the SIPCOT Officers..

Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Provision for pipe connection arrangements for inlet, outlet, and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of DI pipes etc, complete complying with standard specification and as directed by the SIPCOT Officers..

Supply and fixing of Water Level Indicator with floating arrangements and Enamel scale etc, complete complying with standard specification and as directed by the SIPCOT Officers.

Supply and delivery of 150mm dia C.I. D/F Sluice Valve with Cap/Wheel as per IS 14846/ 2000 PN 1 with ISI marking.The rate shall inclusive of all charges such as materials and loading, unloading, transportation charges and all taxes etc, complete complying with standard specification and as directed by the SIPCOT Officers.

Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Construction of 5.00 LL Capacity OHT

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete complying with standard specification and as directed by the SIPCOT Officers - Narrow Foundations - Upto 2.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete complying with standard specification and as directed by the SIPCOT Officers. - Narrow Foundations - Second Depth 2.00m - 3.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete complying with standard specification and as directed by the SIPCOT Officers. - Narrow Foundations - Third Depth 3.00m - 4.00m Depth

Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and compacted including cost and conveyance of Gravel to site and labour charges etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete complying with standard specification and as directed by the SIPCOT Officers. - Plinth Beam - Plain Surfaces

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete complying with standard specification and as directed by the SIPCOT Officers. - Plinth Beam - Curved Surfaces

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc.complete complying with standard specification and as directed by the SIPCOT Officers.- For Curved surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Curved Surfaces 0.00m to 3.30m

Curved Surfaces 3.30m to 4.30m

Curved Surfaces at 7.30m to 8.30m

Curved Surfaces at 11.30m to 12.30m

Curved Surfaces at 15.30m to 16.30m

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with standard specification and as directed by the SIPCOT Officers. - For Plain surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Plain Surfaces 0.00m to 3.30m

Plain Surfaces 3.30m to 4.30m

Plain Surfaces at 7.30m to 8.30m

Plain Surfaces at 11.30m to 12.30m

Plain Surfaces at 15.30m to 16.30m

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complete complying with standard specification and as directed by the SIPCOT Officers.- For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

Square Column upto 3.30m

Square Column 3.30m to 4.30m

Square Column 4.30m to 5.30m

Square Column 5.30m to 6.30m

Square Column 6.30m to 7.30m

Square Column 7.30m to 8.30m

Square Column 8.30m to 9.30m

Square Column 9.30m to 10.30m

Square Column 10.30m to 11.30m

Square Column 11.30m to 12.30m

Square Column 12.30m to 13.30m

Square Column 13.30m to 14.30m

Square Column 14.30m to 15.30m

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complete complying with standard specification and as directed by the SIPCOT Officers.- For Circular surfaces such as Circular RCC columns etc.

Circular Column upto 3.30m

Circular Column 3.30m to 4.30m

Circular Column 4.30m to 5.30m

Circular Column 5.30m to 6.30m

Circular Column 6.30m to 7.30m

Circular Column 7.30m to 8.30m

Circular Column 8.30m to 9.30m

Circular Column 9.30m to 10.30m

Circular Column 10.30m to 11.30m

Circular Column 11.30m to 12.30m

Circular Column 12.30m to 13.30m

Circular Column 13.30m to 14.30m

Circular Column 14.30m to 15.30m

Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of River Sand but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the SIPCOT Officers.- The Coarse and Fine aggregates to be used should comply with the requirements of IS standards.

For 1.5m Below G.L

For 4.5m Above G.L

For 4.51m to 7.32m Above G.L

For 7.32m to 10.98m Above G.L

For 10.98m to 14.64m from G.L

For 14.64m to 18.30m from G.L

For 18.30m to 21.96m from G.L

Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete complying with standard specification and as directed by the SIPCOT Officers.

Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 600mm X 600mm sizes of best approved quality and as per standard specifications etc.,complete complying with standard specification and as directed by the SIPCOT Officers.

Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc.,complete complying with standard specification and as directed by the SIPCOT Officers.

For 8mm to 16mm

For 20mm to 32mm

Providing and fixing of RCC inner access ladder in RCC M20 Grade Concrete Mix as per the standard specifications for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by SIPCOT Officers.

Construction of RCC spiral staircase in RCC M20 Grade Concrete Mix as per the standard specifications of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.complete complying with standard specification and as directed by the SIPCOT Officers.

Supply and fixing in position of enamel water level indicator with all accessories of approved pattern and design etc., complete complying with with standard specification and as directed by the SIPCOT Officers.

Supplying and fixing of RCC M20 Grade Concrete Mix as per the standard specifications for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Providing and fixing of M20 Grade Concrete Mix as per the standard specifications for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by SIPCOT Officers.

Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 1500x 900x1200mm clear inside dimensions. complete complying with standard specification and as directed by the SIPCOT Officers.

Providing and fixing in position of PVC water bar 150mm wide with single bulb for horizontal joints necessary holders fabrication, the rate inclusive of cost of water bar, holders fabrication and fixing in position etc complete as per standard specification and as directed by SIPCOT Officers.

Providing lightening arrestor etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Construction of Pump Room

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers.- Narrow Founation - Upto 2.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc.,complete complying with standard specification and as directed by the SIPCOT Officers. - Narrow Founation - Second Depth 2.00m to 3.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers.- Narrow Founation - Third Depth 3.00m to 4.00m Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT Officers. - Open Earth Work Excavation

Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and compacted including cost and conveyance of Gravel to site and labour charges etc., complete and as directed by SIPCOT Officers as per standard specification

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete and as directed by SIPCOT Officers as per standard specification

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation and as directed by SIPCOT Officers - Plinth Beam

Below Ground Level

Above Ground Level

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed as by SIPCOT Officers - For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

Column - Upto Ground Level

Column - Above Ground Level Upto 3.30 M

Column - Above Ground Level Upto 4.30 M

Column - Above Ground Level Upto 5.30 M

Column - Above Ground Level Upto 6.30 M

Parapet Column - Above Ground Level Upto 6.30 M

Parapet Column - Above Ground Level Upto 7.30 M

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton as directed by SIPCOT Officers. - For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Level Upto 3.30 M

Level Upto 5.30 M

Level Upto 6.30 M

Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards as directed by SIPCOT Officers. - Below Ground Level

Below Ground Level

Above Ground Level

Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards as directed by SIPCOT Officers. - Above Ground Level

Level upto 3.30 M

Level upto 4.50 M

Level upto 7.50 M

Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification as directed by SIPCOT Officers.

Supplying and filling the basement with Good carted Earth 5km away from the site and filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification as directed by SIPCOT Officers.

Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9"X43/8"X 23/4" standard specification including finishing, curing, etc., complete complying with standard specification as directed by SIPCOT Officers (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost) - Upto Basement

Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9"X43/8"X 23/4" standard specification including finishing, curing, etc., complete complying with standard specification as directed by SIPCOT Officers. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost) - Ground Floor

Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9"X43/8"X 23/4" standard specification including finishing, curing, etc., complete complying with standard specification as directed by SIPCOT Officers. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost) - First Floor

Plastering with cement mortar 1:5 (One cement and five plastering sand (P- Sand)) 12mm thick in all floors including cost and conveyance of all materials to site etc,complete as per standard specifications and as directed by SIPCOT Officers.

Supplying and fixing of rolling shutters with Grill arrangements shall be pull and push type (Mannually operated) made of 18G/3" lathe sections which consist of five main parts such as curtain, lock plate, guide channels rollers and hood cover. These five main parts are made out of special components detailed below: curtain shall be of 18G/3" lath sections cut to required size and filled with heavy cast iron / MS clips. For 8'0"(2.45m) high rolling shutter lath sections provided shall be not less than 37 numbers. Lock plate shall be 10G MS sheet and attached to the side brackets with 20mm square bar.Side brackets shall be of 10G MS plate and cast iron "U" clamps shall be rivetted to the side brackets. Roller shall be of heavy cast iron pullies fitted with heavy duty "C" class 40mm steel pipe and high tensile high carbon coil springs. 2 springs shall be supplied. Side brackets shall be of 10G MS plate and cast iron "U" clamps shall be rivetted to the side brackets. Hood cover shall be of 0.8mm CRCA sheet reinforced with 25mmx25mmx3mm MS angle or gate channel. The rolling shutter in addition to the above should have pulling hook and shall be coated on exposed area with heavy coat of red oxide primer etc., complete complying with with standard specification and as directed by the SIPCOT Officers.

Supplying & fixing door shutters for Solid Core Flush Shutters with Teak ply on both side with teak wood lipping alround 35mm thick, single leaf confirming to IS:12406/1989 with 35x12mm T.W. Lipping on all edges with necessary adhesives and CP screws complying with standard specifications. The rate is inclusive of threee coats of best quality varnish but excluding cost of furniture fittings, such as 300 mm tower bolt 2nos, 200mm towerbolt 1 No. 300mm Aldrop 1 No. Alu handle ornamental type 2 Nos and 1No. Door stopper etc complete complying with standard specification and as directed by the SIPCOT Officers.

Supply and fixing of Stainless steel (Salem stainless steel) Door frame ( Box section using stainless steel plate of 1.6mm thick) of size 100mm X 60mm with a rebate of 30 / 35mm X 15mm on one side of the frame including supplying and fixing dovetail splayed end stainless steel holdfast etc.complete as per standard specification as directed by SIPCOT Officers.

Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 25GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with spag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown olour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the SIPCOT Officers before use on work. complete complying with with standard specification and as directed by the SIPCOT Officers.

Weathering Course with Concrete Broken Brick Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers.etc., complete as per standard specification as directed by SIPCOT Officers.

Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One Cement add three plastering sand (P- Sand)) 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with with standard specification and as directed by the SIPCOT Officers.

Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding, grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification as directed by SIPCOT Officers.

Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M- Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the SIPCOT officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the SIPCOT Officers

Painting two coats of newly plastered wall surface with approved Emulsion paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the SIPCOT officers

Painting the new iron work with two coats of best pproved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat and including cost of painting materials, brushes, putty, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the SIPCOT Officers.

Providing & fixing PVC RAIN WATER DOWNFALL PIPE of the following dia with necessary T.W.Clamps Plugs, Shoes,Bends, other clamps, screws nails etc.,complete complying with standard specification as directed by SIPCOT Officers. The rate is inclusive of cost of removable iron gratings of appropriate size. The size of Teak Wood plugs used is 150X25mm in front & 200x75mm in rear (wall side) with a depth of 110mm. The pipe is to be fixed by means of "U" clamps at the centre of pipes to be fixed.110mm dia PVC Pipe [4 Kg/SqCm]

SUPPLY, DELIVERY, ERECTION & COMMISSIONING OF ELECTRICALLY DRIVEN HORIZONTALLY SPLIT CASE WATER SUPPLY PUMPSETS WITH ALLIED ELECTRICAL WORKS

Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPM. complete complying with standard specification and as directed by the SIPCOT officers

Duty is 3600 lpm x 30 m head

Supply and delivery ofAC three phase 4 pole Horizontal Squirrel cage induction motor,1500RPM confirming to IS 325/1996 and as amended thereafter with class F Insulation to suit the speed of pump and suitable for operation with continious S1 rated ,415V+/-010%, 50HZ+/- 5%, TEFC ( UP TO 20 hp, SPDP (ABOVE 20HP), the motor offered shoulld be of energy efficient motors etc.,complete complying with standard specification and as directed by the SIPCOT officers

Supply ,delivery and fixing of 5 HP Model/ Rotary type Vaccum pumpsets (Pumpset + GI Pipes + Fittings+ Starters + Valves + 100L Tank) including Transportation, handling charges etc.,complete complying with standard specification and as directed by the SIPCOT officers

Supply ,delivery and fixing of 150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board complete complying with standard specification and as directed by the SIPCOT officers

Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components, under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc. complete complying with standard specification and as directed by the SIPCOT officers

Suitable for 40 HP Motor

Labour Charges for erection of Horizontal shaft, centrifugal pumpset Coupled with squirrel cage Induction motor including fixing withsuction pipe and deliver pipe arrangement etc complete complying with standard specification and as directed by the SIPCOT officers

Supply, delivery of following size of 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 WITH ISI MARKING etc complete complying with standard specifications and as directed by SIPCOT Officers.

3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room))

3.5 core x 95 Sq.mm. (From M V Panel to to each motor connections - pump room)

3 core x 50 Sq.mm.(For vacum pumpsets and capacitor at Pump room)

3 core x 35 Sq.mm.(For lighting at Pump room)

Labour charges for Laying the following sizes of cables from EB supply to MV Panel board through LT metering as per IE rules etc complete complying with standard specifications and as directed by SIPCOT Officers.

3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room))

3.5 core x 95 Sq.mm. (From M V Panel to to each motor connections - pump room)

3 core x 50 Sq.mm.(For vacum pumpsets and capacitor at Pump room)

3 core x 35 Sq.mm.(For lighting at Pump room)

Labour charges for Jointing the following sizes of UG cable including cost of jointing materials etc complete complying with standard specifications and as directed by SIPCOT Officers.

3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room)

3.5 core x 95 Sq.mm. (From M V Panel to to each motor connections - pump room)

3 core x 50 Sq.mm.(For vacum pumpsets,capacitor and lighting at Pump room)

3 core x 35 Sq.mm.(For lighting at Pump room)

Suppling and fixing of cable gland suitable for following size Aluminium 3.5 core cable etc complete complying with standard specifications and as directed by SIPCOT Officers.

3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room)

3.5 core x 95 Sq.mm. (From M V Panel to to each motor connections - pump room)

3 core x 50 Sq.mm.(For vacum pumpsets,capacitor and lighting at Pump room)

3 core x 35 Sq.mm.(For lighting at Pump room)

Supply , delivery and fixing in position of following medium voltage power capacitor electric as per IS 2384 suitable for 415 v - 3 phase , 50Hz, AC suplly duly banked with copper bus bar of ample current carring capacity, sheet steel terminal cover bushings with terminals etc., complete complying with standard specifications and as directed by SIPCOT Officers.

For pumpsets

For other loads(Priming pumpsets)

Supply and fixing of Twin CI. earthing suitable for 40 HP pumpsets (As per IS 3043/1987 and latest amendments) etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supply, delivery and erection of Three Phase 6 way 32 Amps, 10kA LDB with the following: 1 No of 40 A FP isolator for incoming supply 3 Nos. of 32A, DP RCCB 3 Nos. of 10 A, SP MCB 1 No of 32 A, DP MCB 3 Nos of 6A, DP MCB in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete complying with standard specifications and as directed by SIPCOT Officers.

Run of 2 of 2.5 sq mm PVC unsheathed copper single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket etc. complete complying with standard specifications and as directed by SIPCOT Officers.

Wiring with 2.5 sq mm PVC insulated single core copper cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire etc. complete complying with standard specifications and as directed by SIPCOT Officers.

Light points

Fan Points

Exhaust fan

Wiring with 2.5 sq.mm PVC unsheathed single core copper cable on suitable rigid PVC pipe for 5A 3 pin CS plug non interlocking including supply and fixing of plug pin top in MS box with continuous earth connection by 14 SWG TC wire etc complete complying with standard specifications and as directed by SIPCOT Officers.

Lighting Fixtures

Supply and installation of 215 V - 1 x 40 W Flourecent TL fitting box type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supply and installation of 215 V - 2 x 40 W Flourecent TL fitting industrial type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supply and fixing of water tight bulk head fitting suitable for 100W bulb with lamp guard and lamp etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supply and fixing of 48" sweep AC ceiling fan complete with regulator with lm down rod (stem pipe) including supplying and fixing of fan clamp with side plates and cross arms etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supply and erection of 1 No 3" dia tubular lamp post with 2 NOS of tube light fitting etc complete complying with standard specifications and as directed by SIPCOT Officers. .

Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm etc complete complying with standard specifications and as directed by SIPCOT Officers.

Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supplying and fixing of 16 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only etc complete complying with standard specifications and as directed by SIPCOT Officers.

Supply and delivery of following safety appliances including duties, and handling charges For destination etc complete complying with standard specifications and as directed by SIPCOT Officers.

Electrical gloves tested to 11 KV/22 KV with wooden box with French chalk powder etc complete complying with standard specifications and as directed by SIPCOT Officers.

Electrical quality 6 mm thick rubber mat

5 Kg capacity ISI marked Dry chemical powder fire extinguisher

Fire buckets – 3 Nos. Hooked to MS stand

Laminated shock treatment chart

Woden first aid box

Rechargable emergency lamp (600)

PROVIDING THE PUMPING MAIN ARRANGEMETS FROM PROPOSED GLSR TO ELSR AT PILLAIPAKKAM NEAR FIRST SOLAR COMPANY

Supply and delivery of following sizes of Valves, pipes and specials etc complete complying with standard specifications and as directed by SIPCOT Officers.

150 mm Dia. D/F Sluice Valve with Cap / wheel as per IS 14846/2000 PN 1 with IS marking.(Scour)

200 mm Dia. D/F Sluice Valve with Cap / wheel as per IS 14846/2000 PN 1 with IS marking.(inlet)

250 mm Dia. D/F Sluice Valve with Cap / wheel as per IS 14846/2000 PN 1 with IS marking.(inlet &outlet)

250 mm dia. D/F Reflux valve as per IS 5312 /part I/ 84 with Bye pass arrangements ( PN-1) with ISI marking.

Supplying and delivering of Ductile Iron Flanged pipes for class K7 pipe as IS 8329/2000 and amended from time to time for the following sizes of pipes etc., complete complying with standard specifications and as directed by SIPCOT Officers.

250mm DI All Flanged pipe 1.5M LENGTH PIPE(PUMPING ARRANGEMENTS SUCTION &DELIVERY)

250mm DI AllFlanged pipe 1.0M LENGTH PIPE(PUMPING ARRANGEMENTS SUCTION &DELIVERY)

250mm DI All Flanged pipe 0.5M LENGTH PIPE(PUMPING ARRANGEMENTS SUCTION &DELIVERY)

250mm DI All Flanged pipe 3.0M LENGTH PIPE(OUTLET)

200mm All Flanged pipe 3.0M LENGTH PIPE (INLET &DELIVERY)

200mm All Flanged pipe 1.0M LENGTH PIPE(INLET &DELIVERY)

250mm DI All Flanged pipe 3.0M LENGTH PIPE(OVER FLOW)

150mm All Flanged pipe 3.0M LENGTH PIPE (SCOUR)

Lowering of CI / DF Pipes and specials in the trenches/ locations and laying to proper grade and alignment etc complete complying with standard specifications and as directed by SIPCOT Officers.

250mm DI All Flanged pipe 1.5M LENGTH PIPE

250mm DI AllFlanged pipe 1.0M LENGTH PIPE

250mm DI All Flanged pipe 0.5M LENGTH PIPE

250mm DI All Flanged pipe 3.0M LENGTH PIPE

200mm All Flanged pipe 3.0M LENGTH PIPE

200mm DI AllFlanged pipe 1.0M LENGTH PIPE

150mm DI All Flanged pipe 3.0M LENGTH PIPE

250mm All Flanged pipe 3.0M LENGTH PIPE

Jointing the DI – D/F Pipes and specials with rubber insertion sheet to the required specification with MS Bolts and nuts, complete and testing the pipes to the required pressure with water including cost of jointing materials etc complete complying with standard specifications and as directed by SIPCOT Officers.

For 150 mm dia CI / DI double flanged pipes and specilas Pipes

For 200 mm dia CI / DI double flanged pipes and specilas Pipes

For 250 mm dia CI / DI double flanged pipes and specilas Pipes

Supply and delivery of DI D/F specials to the work site etc complete complying with standard specifications and as directed by SIPCOT Officers.

150mm dIa Duck Foot 90 degree bend

200mm dIa Duck Foot 90 degree bend

250mm dIa DuckFoot 90 degree bend

150mm dia D/F MJ COLLARS

200mm dia D/F MJ COLLARS

250mm dia D/F MJ COLLARS

All Flange 250mmx250mmx250mm dia TEE

All Flange150x250mm dia reducer

All Flange150mm dia 90 degree bend

All Flange200mm dia 90 degree bend

All Flange250mm dia 90 degree bend

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc complete complying with standard specifications and as directed by SIPCOT Officers.

150 mm dia D.I. Double flanged pipes and specials

200 mm dia D.I. Double flanged pipes and specials

250mm dia D.I. Double flanged pipes and specials

EXTENDING THE PILLAIPAKKAM TWST PUMPING MAIN TO GLSR NEAR FIRST SOLAR COMPANY

Earth work excavation in Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils etc complete complying with standard specifications and as directed by SIPCOT Officers.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc complete complying with standard specifications and as directed by SIPCOT Officers.

Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc complete complying with standard specifications and as directed by SIPCOT Officers.

Pipe line

Supply and delivery of Cenrtifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths for Push-On -Joint ( Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating etc complete complying with standard specifications and as directed by SIPCOT Officers.

For DI K7 Pipes

300mm dia

Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work etc complete complying with standard specifications and as directed by SIPCOT Officers.

30mm dia -90 degree bend DI all socket,300mm dia flanged socket, 300mm dia flanged spigot etc complete complying with standard specifications and as directed by SIPCOT Officers.

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment etc complete complying with standard specifications and as directed by SIPCOT Officers.

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) for depth upto 2m etc complete complying with standard specifications and as directed by SIPCOT Officers.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc complete complying with standard specifications and as directed by SIPCOT Officers.

300mm dia pipe

100mm dia pipe

Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., etc complete complying with standard specifications and as directed by SIPCOT Officers.

300mm dia pipe

Valves

Sluice VALVE

Supply, Delivery and fixing of following sizes of Sluice valves as per standard specification including necessary pipies, specials and other joining materials etc. complete comnplying with standard specifications. CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING etc complete complying with standard specifications and as directed by SIPCOT Officers.

300mm dia pipe

Supply, Installation, testing and commissioning of Electromagnetic Flow Meter conforming to ISO 17025 Standard shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as per the technical specification etc complete complying with standard specifications and as directed by SIPCOT Officers.

300 mm dia

Valve Chambers & Civil works

Sluice valve

Construction of Brick valve chambers for Air valves including cost and conveyance of all materials, labour charges including seignorage charges and as directed by the Engineer-in-charge of the work etc complete complying with standard specifications and as directed by SIPCOT Officers.

For 300mm dia Sluice valve

Flow Meter

Construction of Brick valve chambers for Flow meter including cost and conveyance of all materials, labour charges including seignorage charges and as directed by the Engineer-in-charge of the work etc complete complying with standard specifications and as directed by SIPCOT Officers.

300 mm dia pipe

construction of thrust block using cement concrete 1:3:6,40mm BGjelly plain cement concrete etc complete complying with standard specifications and as directed by SIPCOT Officers.

DI All Socket

300 mm - 90 Degree Bend

Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)

Added GST of 18%

P Paramasivam