Providing Underground Sewarage System to Added Areas of Kancheepuram City Municipal Corporation - Package I

Amount

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B First depth of 2 m

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B Second depth of 2 - 4 m

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B Third depth of 4-6m

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B Fourth depth of 6-8m

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B Fifth depth of 8-10 m

Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting - First depth of 2 metre Sixth depth of 8- 10 m(1m)

Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting - First depth of 2 metre Seventh depth of 10-12 m

Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting - First depth of 2 metre Eighth depth of 12-14 m

Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification From 1.5m to 4.5 m below G.L

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification From 4.5m to 9 m below G.L

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Above & below GL Upto 1.5 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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL From 1.5 m to 4.5 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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL From 4.5m to 9 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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL From 9m to 13.5 m

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 0 m to 3.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 3.3 m to 4.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 4.3 m to 5.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 5.3 m to 6.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 6.3 m to 7.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 7.3 m to 8.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 8.3 m to 9.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface From 9.3 m to 10.3 m

Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.

Refilling the outside of the well with excavated earth (other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Engineer incharge.

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0 m to 3 m

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0 m to 4 m

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0 m to 5 m

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0 m to 6 m

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0 m to 7 m

Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer incharge.

Supplying and fixing of encapsulated P.V.C. steps inside the well

Supply & fabrication of 2 numbers of Stainless steel in SS 304 screen arrangements of size 1.35 m x 1 m with 12mm bars at 25 mm spacing and fixing at an angle of 60 deg. and welded to an angle frame of 100 x 100 x 8 mm including labour charges and cost of materials etc complete.

Supplying and fixing of chequared plates with necessary M.S. Frames to support etc complete as per standard specification as per directed by the engineers

Providing column of erection of ISMB 450 & ISM 200 construction RCC pillers for 0.35x0.35x3m height of both end of well including foundation excavation, form work,RCC 1:1.5:3, Plastering,Colour Washing, refilling,Required Streel Reinforcement and Supply and fixing ISLB 350mm - 5.35m length of 49.5kg/m for on column over well

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. Bell mouth chamber

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth upto 4.00 to 4.50 m and Dia of 1.5 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth upto 4.50 to 5.0 m and Dia of 1.5 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth upto 6.00 to 6.5 m and Dia of 1.5 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth from 6.5 to 7.00 m and Dia of 1.5 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth from 7.00 to 7.50 m and Dia of 1.5 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth from 8.00 to 8.50 m and Dia of 1.50 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth from 7.00 to 7.50 m and Dia of 2.00 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth from 7.50 to 8.00 m and Dia of 2.00 m

Construction of RCC Lift Machine Hole & Bell mouth Chamber using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation, filling stone dust of not more than 15cm thick, reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth, providing FRC Machine Hole Frame and cover with IS-12392 part 1&2,PVC Mould steps,including the cost of refilling the excavated earth from the site, disposal of surplus earth with a distance of 5km.Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. LMH depth from 8.00 to 8.50 m and Dia of 2 m

Earth work excavation in all soils and sub soils for foundations excluding refilling with initial lead of 30 m and lift of 1.5 m.

Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.

Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Above & below GL Upto 1.5 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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Above GL upto 1.5m to 4.5m

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. R.T.S rod.

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Square Column

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Plane surface From 0 m to 3.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Plane surface From 3.3 m to 4.3 m

Brick work in CM 1:6(one cement & six sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification - 100cft upto 1.5 m

Brick work in CM 1:6(one cement & six sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification - 100cft upto 1.5 to 4.5 m

Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification - 100cft

Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications

Plastering with cement mortar 1:3,10 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications

White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc.complete complying with standard specification and as directed. -100sq.m

Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.

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 departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)

Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete Doors - Fully Panelled Double Leaf

Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete Windows - Fully Panelled Double Leaf

Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors.

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

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 part of Cement and Three part of 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

Refilling with excavated earth (other than sand) complying with standard specifications for filling the foundations including watering & consolidation etc. complete as directed by Departmental Board Officers.

5T capacity hand operated over head Travelling (HOT) crane suitable for a span upto 6 Mtrs, and travel length upto 10 M with clear lift upto 6 M including gear type chain pulley block and geared Travelling trolley complete with all accessories including girder

Supplying 6A flush/ projected type 3/5 way socket and a 6 amps flush / projected type SP switch either surface flush moulding in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity

Supplying and fixing polished wood board made of not less 15mm thick plank on both sides with planks made out of not more then 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws ect 10" x 8" x 1.5"

Supplying and fixing polished wood board made of not less 15mm thick plank on both sides with planks made out of not more then 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws ect 12" x 12" x 2"

4 Way Vertical TPMCB sheet steel distribution boards Flush type/Surface type fitted with Bus bars and Neutral links with single / three phase MCB out goings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / solator and another separate 4 way provision for accommodating one No. 4 pole ELCB/ RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm

Supplying and fixing capacitor type ceiling fan complete with down rod blades, shakle canopies etc., for operation n 230 volts, 50 cycles. Single phase AC supply, conforming to ISS-374-1979 and with double ball bearing system.

Supplying and fixing of 1 x 4" - 36/40 watts Gr. A industrial type fluorescent fitting having stove enameled white reflector inside and gray or green coloured top complete the low loss open construction copper would ferromagnetic ballast starters locking

Supplying and fixing cast Aluminium round or oblong type bulk head fiiting with GI wire guard glass cover with 15 watts 230V CFL lamp a required.

Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane / multi vane preferably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260 :IS210 more preferably with hardened impeller.Shaft should be of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta or ATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Discharge upto 100 to 200 cum/hr 20m Head

Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane / multi vane preferably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260 :IS210 more preferably with hardened impeller.Shaft should be of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta or ATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Discharge upto 20 to 100 cum/hr 15m Head

Supply and delivery of 150 mm, flanged, sluice valves shall be as per IS and suitable for 10 bar rating. The body & door shall be of cast iron, spindle - SS AISI 410, Seat rings - SS AISI 304, Back seat bush - bronze. The electric actuator shall consist of reduction gear unit, torque & limit switch with contact, position indicator, hand wheel and locking arrangement. Actuator shall be capable of producing not less than 1.5 times the required torque. The transmission unit shall be designed to transmit twice the required torque. 200mm

Supply and delivery of 150 mm, flanged, sluice valves shall be as per IS and suitable for 10 bar rating. The body & door shall be of cast iron, spindle - SS AISI 410, Seat rings - SS AISI 304, Back seat bush - bronze. The electric actuator shall consist of reduction gear unit, torque & limit switch with contact, position indicator, hand wheel and locking arrangement. Actuator shall be capable of producing not less than 1.5 times the required torque. The transmission unit shall be designed to transmit twice the required torque. 150mm

Supply and delivery of 150 mm non-return valve, flanged and as per IS:5312 and suitable for 10 bar rating. Valve shall be quick closing type with non-slam characteristics and without any external damping arrangements or counter weights. The body and door shall be of cast iron, hinge pin - SS AISI 410, Body / Door rings - SS - AISI 304, Bushes - Bronze. 200mm

Supply and delivery of 150 mm non-return valve, flanged and as per IS:5312 and suitable for 10 bar rating. Valve shall be quick closing type with non-slam characteristics and without any external damping arrangements or counter weights. The body and door shall be of cast iron, hinge pin - SS AISI 410, Body / Door rings - SS - AISI 304, Bushes - Bronze. 150mm

Cast iron pipes and fittings as per drawing shown. Cast iron pipes shall conform to class B IS: 1537 / IS: 1536 / IS: 7181 and pipe fittings shall conform to IS: 1538. All pipes and fittings shall be flanged and inter connected to the pumping main. CI D/F Pipe

Cast iron pipes and fittings as per drawing shown. Cast iron pipes shall conform to class B IS: 1537 / IS: 1536 / IS: 7181 and pipe fittings shall conform to IS: 1538. All pipes and fittings shall be flanged and inter connected to the pumping main. CI D/F Specials

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)

Labour charges for the erection of submersible pumpsetin borewell/openwell including fixing and jointingsubmersible cable with proper clamps upto the starter torequired depth and also fixing of riser pipes to therequired depth valves erection clamps, pressure gaugesupto the exterior wall of pump room and erection ofpanel board consisting of TPICN switches starter,Voltmeter, Ammeter, three pilot (indicating) lampscapacitor single phasing preventor, water level guard andlaying and jointing the cables and twin earthing as per IErules etc., complete and testing the pumpset and trailrun for 10 days. Above 10.00 HP to 20.00 HP

Level Switch Level controller (float type) with necessary switches to control operation of motors with indicators.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 6" chain wrench best India make. - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 8" chain wrench best India make. - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Connector screw driver 901 Taperia make -1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Digital Tong Tester CE Make

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Digital Multi Meter CE Make

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 200mm screw driver 825 Taperia make - 1 No

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 300mm screw driver 829 Taperia make - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 400mm screw driver 930 Taperia make - 1 No

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 200mm cutting player taperia make - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 800gm ball pan Hammer with Hardle tapria make

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 15" screw spanner tapria make - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 12" bearing puller - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Lever type grease gun - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 12" screw spanner - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Crow Bar 5" - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Hacksaw frame with Block - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. DE spanner set 6 mm to 32mm Jhalani make - 1 set.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. Rings spanners set 6mm to 32mm Jalani make - 1 set.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 24" pipe wrench - Jalani make - 1 No.

Tools -Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. 14" pipe wrench - Jalani make - 1 No.

Supply, delivery and fixing of and commissioning of sub.electrical grit pump set capable of discharging 10 cum./hr liquid at 10m head with agitator connected to the extended shaft of the pump to keep the silt in suspension including 25 m cable, skirt base, 100mm dia elbow, lifting chain, control panel etc. complete with 100mm dia discharging piping to grit pit including piping to be of CI DF pipes and specials

Supplying, fixing, testing, commissioning tamper proof LT metering cubicle with suitable rating CTs, bus bar, fuse cut as per TNEB specification for accomodating 1 No. Energy meter supplied by TNEB including provision of 100 amps fuse units - 3 Nos.

ISupply, erection, testing and commissioning at site sheet steel fabricated 14(gauge), vermin proof, medium voltage panel, cubicle type with hinged front door with locking arrangements. The panel shall be Floor mounted/wall mounted equipped with the following equipments including all earthing connections complete as per tender specifications and single line diagram: ncoming MCCB - 4P - 160 Amps - 2 Nos.(1 for TNEB supply and 1 for DG set) with Mechanical interlock

ISupply, erection, testing and commissioning at site sheet steel fabricated 14(gauge), vermin proof, medium voltage panel, cubicle type with hinged front door with locking arrangements. The panel shall be Floor mounted/wall mounted equipped with the following equipments including all earthing connections complete as per tender specifications and single line diagram: ncoming Pilot lamps - 1 set

ISupply, erection, testing and commissioning at site sheet steel fabricated 14(gauge), vermin proof, medium voltage panel, cubicle type with hinged front door with locking arrangements. The panel shall be Floor mounted/wall mounted equipped with the following equipments including all earthing connections complete as per tender specifications and single line diagram: ncoming Outgoing MCCB - 4P - 63 Amps - 3 No. (for pumps)

Supply and delivery of control panel with DOL starter suitable for 2 HP motor with under voltage release and over load relay.The panel shall have protective relays for dry running, temperature control, bearing protection for the motor and timer facility.The panel shall be mounted with an ammeter and indicating lamps for various protections.

Supplying shunt capacitor bank conforming to IS 2834, 3 phase 400/440 Volts grade for power factor improvement - 6 KVAR - 3 sets

Supplying of LT cables 1.1KV grade steel armoured aluminium conductor cross linked Poly Ethylene Insulated PVC sheathed cables cofirming to IS 7098(Part)/1998 with ISI marking of following size 3.5C x 70 sq.mm EB pole to MV Panel & DG to MV Panel

Supplying of LT cables 1.1KV grade steel armoured aluminium conductor cross linked Poly Ethylene Insulated PVC sheathed cables cofirming to IS 7098(Part)/1998 with ISI marking of following size 4C x 16 sq.mm MV Panel to Starter

Supplying of LT cables 1.1KV grade steel armoured aluminium conductor cross linked Poly Ethylene Insulated PVC sheathed cables cofirming to IS 7098(Part)/1998 with ISI marking of following size 3C x 10 sq.mm Starter to Pump

Supplying of LT cables 1.1KV grade steel armoured aluminium conductor cross linked Poly Ethylene Insulated PVC sheathed cables cofirming to IS 7098(Part)/1998 with ISI marking of following size 3 C x 6 Sqmm (Aluminium) (To capacitor)

Supplying and laying of PVC insulated and PVC sheathed steel armoured cable with aluminium conductor of following size to be laid (conforming to ISS 1554.) 3C x 2.5 sq.mm Copper cable for control system

Supplying and laying of PVC insulated and PVC sheathed steel armoured cable with aluminium conductor of following size to be laid (conforming to ISS 1554.) Laying charge for cables below GL

Supplying and laying of PVC insulated and PVC sheathed steel armoured cable with aluminium conductor of following size to be laid (conforming to ISS 1554.) Laying charge for cables in trench inside pump room

Supplying and laying of PVC insulated and PVC sheathed steel armoured cable with aluminium conductor of following size to be laid (conforming to ISS 1554.) Cable clamps

Supply, delivery and laying of various sizes LT cables as following including cost of materials required, cable carrier system like trenches, cable trays, pipe sleeves as per IS: 3043. 4 C x 4 sq mm

Supply, delivery and laying of various sizes LT cables as following including cost of materials required, cable carrier system like trenches, cable trays, pipe sleeves as per IS: 3043. 2.5 sq mm copper control cable

Supplying and fixing cable termincation/ lugs and crimping and fixing to terminal points for wires of the following sizes including all accessories such as cable glands of proper sizes etc complete as directed by the Departmental Engineer. 3.5 C x 70 Sqmm (Aluminium) (From TNEB Panel to MDB and From DG Set to MDB)

Supplying and fixing cable termincation/ lugs and crimping and fixing to terminal points for wires of the following sizes including all accessories such as cable glands of proper sizes etc complete as directed by the Departmental Engineer. 3 C x 10 Sqmm (Aluminium) (From MVB panel to Pumpset through starter

Supplying and fixing cable termincation/ lugs and crimping and fixing to terminal points for wires of the following sizes including all accessories such as cable glands of proper sizes etc complete as directed by the Departmental Engineer 3 C x 6 Sqmm (Aluminium) (To capacitor)

Wiring with 2 x 1.5 sq.mm. (22 / 0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable heavy gauge MS conduit pipe on wall and ceiling with MS accessories with MS switch Box and 5A FT switch with painting of suitable colour continuous earth wire connection of 14 SWG TC wire for light point / fan point (for electronic regulator)

Supply and fixing of 4'40W single industrial type fluorescent fitting complete with copper choke and condensor with conduit pipe suspension from the ceiling with PVC unsheathed copper leads from the terminals to the fitting with fluorescent Tube

Supplying and fixing of capacitor type ceiling fan 1200 mm complete with down rod, blades, shackle, regulator,canopies etc for operation on 230 volts 50cycles, single phase AC supply conforming to IS 374-1979 and with double ball bearing system and as per technical data approval.

Providing exhaust fan as per the specifications given 375 mm sweep heavy duty.

Supply and fixing of WT bulk head fitting with guard suitable for incandescent lamp with 60W bulb

Supply and Fixing of 15 Amps 3 pin flush type wall socket and 5 Amps Flush Type Switch and Fixing over a Mounted Plastic Box complete as directed by Engineer Incharge

Supply, delivery and fixing of Industrial type 2x24 Watt LED light fitting completely wired up with necessary electronic blast, capacitor and lamp etc. mounted below the floor of WELL with 2 nos. 20 mm GI conduit (16 GWG) supports including supply & fixing of GI conduit, ball socket type ceiling plate and connecting the lenght with 1.5 sqm flexible copper wire

Supplying and fixing 32 A DP swith with metal clad handle for street light control

Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber300X300X300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and checknuts etc. The pipe shall have 16 through holes of 12mm dia.(TWIN EARTHING)

Supplying and running GI Wire / Strip for grounding using suitable size clamps, bolts, nuts and washers, etc.as per IS 732.Double earthing to be done for Transformers, Motors, PCC and MCC Panels.25 x 3 mm Copper Flats

Supplying and running GI Wire / Strip for grounding using suitable size clamps, bolts, nuts and washers, etc.as per IS 732.Double earthing to be done for Transformers, Motors, PCC and MCC Panels. 8 SWG GI Wire

Supply and delivery of following safety appliances including loading, freight, transit insurance, incidental charges, packing, taxes and unloading, stacking at site in good condition including excise duty etc., Electrical gloves tested to 11 KV / 22 KV with wooden box dusted with french chalk powder

Supply and fixing of Electrical quality 6mm thick rubber mat

Supply and fixing of 5 Kg capacity ISI marked Dry chemical powder fire extinguisher

Supply and fixing of laminated shock treatment chart

Supply and fixing of wooden first aid box

Supply and fixing of Rechargeable Emergency lamp (600mm Fluoracent lamp)

Danger Caution Board (Enamel)

HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm.Footing

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Column

Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

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.

Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification - 100cft

Plastering with cement mortar 1:3,10 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)

White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc.complete complying with standard specification and as directed. -100sq.m S.I.333

Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors.

Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil n hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, Soft Rock or Kankar not requiring blasting as directed by Departmental Engineer. Upto 2m

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, Soft Rock or Kankar not requiring blasting as directed by Departmental Engineer. 2nd depth of 2 to 3 m

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL upto 1.5 m depth

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL from 1.5 m to 4.5 m depth

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Above GL upto 4.5 m height

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) 4.50m to 7.32m above GL

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Plane Surface Upto 3.3 m height

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Plane Surface 3.3 m to 4.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Plane Surface 5.3 m to 6.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Plane Surface 6.3 m to 7.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. e Circular Columns Up to 3.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. e Circular Columns 3.3 m to 4.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. e Circular Columns 4.3 m to 5.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. e Circular Columns 5.3 m to 6.3 m

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm. Curved surface 5.3 m to 6.3 m

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.

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 and cleaning and levelling the site etc.,complete 10 cum First Depth of 2.0 m

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 and cleaning and levelling the site etc.,complete 10 cum Second Depth of 2.0 to 4m

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

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 340Kg/ cum and maximum water cement ratio of 0.55 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 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Crushed Stone Sand (M- Sand)) mix for foundation and basement from approved quarry including watering, curing, and labour charges etc., completed as per standard specification

Plastering with cement mortar (1:4) 20 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed - For 10 Sqm.

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement

FIBER REINFORCED CONCRETE FRAME AND COVER :600mm dia FRC Machine Hole frame to have clear opening of 600mm dia to suit 600mm dia FRC Cover & 600mm dia FRC Machine Hole cover to suit 600mm clear opening mnhole frame

Supply of 20mm HBG ISS metal for media in anaerobic filter

Supply and Delivery of uPVC Pipe for Tank Interconections - 10 ksc

Supply and Delivery of uPVC Pipe Specials

Earth work excavation 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 as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 200mm CI

Earth work excavation 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 as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 400mm CI

Earth work excavation 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 as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 500mm CI

Earth work excavation 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 forwater supply and sewerage works in the following type of soils Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.SS20Bsoils as directed by Departmental officers 700mm CI

Supply and delivery of following sizes of C.I. Spun pipes as per IS: 1536/2001 Amendment No.3.July 2008, at the site of work etc., complete and as directed by Engineer in charge. 200mm CI

Supply and delivery of following sizes of C.I. Spun pipes as per IS: 1536/2001 Amendment No.3.July 2008, at the site of work etc., complete and as directed by Engineer in charge. 400mm CI

Supply and delivery of following sizes of C.I. Spun pipes as per IS: 1536/2001 Amendment No.3.July 2008, at the site of work etc., complete and as directed by Engineer in charge. 500mm CI

Supply and delivery of following sizes of C.I. Spun pipes as per IS: 1536/2001 Amendment No.3.July 2008, at the site of work etc., complete and as directed by Engineer in charge. 700mm CI

Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Department Officers. 200mm CI

Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Department Officers. 400mm CI

Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Department Officers. 500mm CI

Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Department Officers. 700mm CI

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials). 200mm CI

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials). 400mm CI

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials). 500mm CI

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials). 700mm CI

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 200mm 11.25 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 200mm 22.50 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 200mm 45.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 90.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 400mm 11.25 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 400mm 22.50 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 400mm 45.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 400mm 90.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 500mm 11.25 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 500mm 22.50 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 500mm 45.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 500mm 90.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 700mm 11.25 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 700mm 22.50 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 700mm 45.00 Bend

Supply , delivery and fixing of C.I. specials as per IS 1538/1993 at site etc., complete as directed by Engineer in charge. 700mm 90.00 Bend

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways 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 two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles 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 and as directed by Department Official.

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 and as directed by Department official. Considered 70% for less traffic of total length

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 200mm CI

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 400mm CI

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 500mm CI

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 700mm CI

Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 200mm CI Scour Valve

Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 400mm CI Scour Valve

Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 500mm CI

Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. 700mm CI

Supply delivery to site, fixing & Commisioning of sluice valve PN 1.6 rating with Double orifice Air valves as per IS 14846/2000 specifications including loading and unloading at site, transporting charges taxes and duties etc., as directed by the engineers of the following sizes. 50mm Double Air Valve

Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge 200mm CI

Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge 400mm CI

Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge 500mm CI

Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge 700mm CI

Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer in charge.

Labour charges for cutting of B.T road for laying of mains and as directed by Engineer in charge.

Labour charges for cutting of CC road or WBM roads for laying of mains and as directed by Engineer in charge.

Earthwork excavation for laying sewer pipes (IS 3764: 1992) excluding refilling, disposal of surplus earth, shoring and strutting beyond 2m depth but including hand bailing out water wherever necessary and all other incidental charges. etc. complete and as directed by the Engineer in charge. From 0-1.00 M below GL

Earthwork excavation for laying sewer pipes (IS 3764: 1992) excluding refilling, disposal of surplus earth, shoring and strutting beyond 2m depth but including hand bailing out water wherever necessary and all other incidental charges. etc. complete and as directed by the Engineer in charge. From 2-3m

Earthwork excavation for laying sewer pipes (IS 3764: 1992) excluding refilling, disposal of surplus earth, shoring and strutting beyond 2m depth but including hand bailing out water wherever necessary and all other incidental charges. etc. complete and as directed by the Engineer in charge. From 3-4 m

Earthwork excavation for laying sewer pipes (IS 3764: 1992) excluding refilling, disposal of surplus earth, shoring and strutting beyond 2m depth but including hand bailing out water wherever necessary and all other incidental charges. etc. complete and as directed by the Engineer in charge. From 4-5 m

Earthwork excavation for laying sewer pipes (IS 3764: 1992) excluding refilling, disposal of surplus earth, shoring and strutting beyond 2m depth but including hand bailing out water wherever necessary and all other incidental charges. etc. complete and as directed by the Engineer in charge. From 5-6 m

Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge.

Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 km and spreading at PS as directed by the Engineer in charge.

Granular bedding (2:1.50:1) 20mm, 10mm & 6mm HBS including cost of spreading mixing charges rate / m3 0 m to 1.5 m stage

Granular bedding (2:1.50:1) 20mm, 10mm & 6mm HBS including cost of spreading mixing charges rate / m3 1.5 m to 4.5 m stage

Granular bedding (2:1.50:1) 20mm, 10mm & 6mm HBS including cost of spreading mixing charges rate / m3 4.5 m to 9 m stage

Shoring, and strutting with sheet piles of size width 400 mm x heightof 3m x thickness of 9mm as per IS 2314-1986 by driving on bothsides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheetpiles at an interval of 1.0m, fixing the sheet piles by connecting thehorizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines arelaid, jointed, tested, and stacking it safely for other uses. It includesthe cost of sheet piles and casurina poles including labour charges forerecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidentalcharges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0-3 M

Shoring, and strutting with sheet piles of size width 400 mm x heightof 3m x thickness of 9mm as per IS 2314-1986 by driving on bothsides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheetpiles at an interval of 1.0m, fixing the sheet piles by connecting thehorizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines arelaid, jointed, tested, and stacking it safely for other uses. It includesthe cost of sheet piles and casurina poles including labour charges forerecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidentalcharges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0-4 M

Shoring, and strutting with sheet piles of size width 400 mm x heightof 3m x thickness of 9mm as per IS 2314-1986 by driving on bothsides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheetpiles at an interval of 1.0m, fixing the sheet piles by connecting thehorizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines arelaid, jointed, tested, and stacking it safely for other uses. It includesthe cost of sheet piles and casurina poles including labour charges forerecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidentalcharges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0-5 M

Shoring, and strutting with sheet piles of size width 400 mm x heightof 3m x thickness of 9mm as per IS 2314-1986 by driving on bothsides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheetpiles at an interval of 1.0m, fixing the sheet piles by connecting thehorizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines arelaid, jointed, tested, and stacking it safely for other uses. It includesthe cost of sheet piles and casurina poles including labour charges forerecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidentalcharges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts.,(iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. 0-6 M

Barricading the trenches for one side using casuarina poles 8 to 10 cm dia , white PVC tape 15 mm wide with red strips printed in two rows, 75 mm dia red reflectors in every 3 m length, providing two no. of danger lights for every 150m length, including the cost of all materials, charges for fixing of barricading and removal of barricading after testing and filling the trench and stacking the post for reuse etc complete as directed by the Departmental officers

Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS- 16098 (Part-2) type B. 200 DWC

Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS- 16098 (Part-2) type B. 250 DWC

Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS- 16098 (Part-2) type B. 300 DWC

Supply and delivery of HDPE pipes for sewerage PE 100 PN 6 conforming to IS : 14333/1996 (amended in 2009) 350 HDPE

Supply and delivery of HDPE pipes for sewerage PE 100 PN 6 conforming to IS : 14333/1996 (amended in 2009) 400 HDPE

Supply and delivery of HDPE pipes for sewerage PE 100 PN 6 conforming to IS : 14333/1996 (amended in 2009) 450 HDPE

Supply and delivery of HDPE pipes for sewerage PE 100 PN 6 conforming to IS : 14333/1996 (amended in 2009) 500 HDPE

Supply and delivery of HDPE pipes for sewerage PE 100 PN 6 conforming to IS : 14333/1996 (amended in 2009) 600 HDPE

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 200mm DWC Pipes Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 0-2 m

DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed.2-4 m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 200mm DWC Pipes 4-6 m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 250mm DWC Pipes 0-2 m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 250mm DWC Pipes 2-4 m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 250mm DWC Pipes 4-5m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 300mm DWC Pipes 0-2 m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 300mm DWC Pipes 2-4 m

Lowering DWC pipes and specials to trench and laying to proper grade and alignment, jointing with couplers and as directed. 300mm DWC Pipes 4-5 m

Jointing DWC Pipes and Specials by butt fusion welding/ electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as directed. 200 mm

Jointing DWC Pipes and Specials by butt fusion welding/ electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as directed. 250 mm

Jointing DWC Pipes and Specials by butt fusion welding/ electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as directed. 300 mm

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 350 HDPE 3-4 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 350 HDPE 4-5 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 400 HDPE 0-2 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 400 HDPE 2-3 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 450 HDPE 0-2 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 450 HDPE 2-3 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 450 HDPE 3-4 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 450 HDPE 4-5 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 500 HDPE 2-3 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 500 HDPE 3-4 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 500 HDPE 4-5 m

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers 600 HDPE 3-4 m

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Department Officers. 350 HDPE

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Department Officers. 450 HDPE

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Department Officers. 500 HDPE

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Department Officers. 600 HDPE

Labour for cutting open road for laying water mains or sewer - B.T. Road

Labour for cutting open road for laying water mains or sewer -Concrete Road

Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres inSand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth SS 20 B

Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 0.75 m and Dia of 0.9 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 1.25 m and Dia of 0.9 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 1.75 m and Dia of 1.2 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 2.25 m and Dia of 1.2 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 2.75 m and Dia of 1.5 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 3.25 m and Dia of 1.5 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 3.75 m and Dia of 1.5 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 4.25 m and Dia of 1.5 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 4.75 m and Dia of 1.5 m

Construction of RCC Machine Hole using Ordinary Portland Cement (OPC) at following depth including labour charges for earthwork excavation as per standarad specification in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and mixed with small size of boulders including cement concrete 1:4:8 (one cement four M-sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of M-30 using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two M-sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame , providing PVC encapsulated steps, FRC Machine Hole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision. Complete as per standard specification and as directed by the departmental engineers (by using Ordinary Portland Cement) as per type design and drawing. MH depth of 5.25 m and Dia of 1.5 m

Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to MH in sewer line and inspection chamber, earthwork excavation (including charges for bedding), cutting open BT road, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to manholes on sewers

Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to MH in sewer line and inspection chamber, earthwork excavation (including charges for bedding), cutting open BT road, refilling of trenches with excavated earth, etc., complete for house service connections within the premises

Construction of inspection chamber of inner size of 0.45m x 0.45m x 0.6m for domestic connections including earth work excavation, Plain Cement Concrete 1:4:8 using 40 mm HBG for foundaiton, 11.5 cm thick walls in Brick work in CM 1:5 using ground moulded country bricks of size 8.75"x4.24"x2 3/4" standard specification, plastering with cement mortor (1:4) 20mm thick in all sides, concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges

Total cost of operation and maintenance of the Underground sewerage system including manpower, spares, consumables, repair work etc. For First Year

Total cost of operation and maintenance of the Underground sewerage system including manpower, spares, consumables, repair work etc.For Second Year

Total cost of operation and maintenance of the Underground sewerage system including manpower, spares, consumables, repair work etc. For Third Year

Total cost of operation and maintenance of the Underground sewerage system including manpower, spares, consumables, repair work etc. For Fourth Year

Total cost of operation and maintenance of the Underground sewerage system including manpower, spares, consumables, repair work etc. For Fifth Year

KEYEM INFRA PROJECT PRIVATE LIMITED (BID ID -929774)