Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Jan 2025
Closing Date19 Feb 2025
Tender Amount₹ 1,31,98,25,000 
Notes
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Costs

Summary

Kallakurichi Municipality - Construction, O And M For 5 Years Of Ugss

Description

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BOQ Items

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Earthwork 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 required blasting as directed by Departmental engineer. 4 to 5m depth

2653.8

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Earthwork 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 required blasting as directed by Departmental engineer. 6 to 7m depth

196.8

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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 as directed by the Engineer in charge. 0 to 2.0m depth

20510

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Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 200mm dia.

108569

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Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 250mm dia.

2337

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Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 300mm dia.

1258

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Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 355mm

607

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Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 400mm

1440

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Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 450mm

62

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Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 500mm

563

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Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 630mm

1466

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Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 710mm

952

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Lowering of DWC/HDPE Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths. 200mm - Up to 2m

76790

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200mm - 2m to 4m

29514

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200mm - 4m to 6m

2265

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250mm - Up to 2m

611

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250mm - 2m to 4m

1536

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250mm - 4m to 6m

190

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300mm - Up to 2m

404

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300mm - 2m to 4m

854

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355mm - Up to 2m

22

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355mm - 2m to 4m

585

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400mm - Up to 2m

137

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400mm - 2m to 4m

858

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400mm - 4m to 6m

445

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450mm - 2m to 4m

62

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500mm - Up to 2m

60

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500mm - 2m to 4m

503

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630mm - Up to 2m

338

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630mm - 2m to 4m

865

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630mm - 4m to 6m

263

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710mm - Up to 2m

28

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710mm - 2m to 4m

924

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Jointing DWC/HDPE Pipes and Specials by buttfusion 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 Engineer in charge. - 200mm

18095

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390

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210

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101

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240

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10

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94

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244

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159

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Charges for cutting open roads for laying Sewer lines as per the drawing and standard specification and directed by the Departmental Officers. - B.T.Road Cutting

3604.61

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Charges for cutting open roads for laying Sewer lines as per the drawing and standard specification and directed by the Departmental Officers. - C.C.Road Cutting

3130.34

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

191803.18

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Disposal of surplus earth including loading & unloading, conveyance within a distance of 2 km and spreading at PS as directed by the Engineer in charge.

44549.62

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Filling of Stone dust of approved quarry including cost materials and spreading of labours charges etc, complete.

39740.84

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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 the site Engineers.

140704.8

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Construction of Maintenance holes of different depths as per type design/drawing along sewer lines and provided with tight fitting FRC manhole frames and covers of 600 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of brick work (with approved chamber class II bricks of size 9" X 43/8" x 23/4" in CM 1:3 and plastered with CM 1:3, 20mm thick inside and 12mm thick outside as per type design with foundation concrete 250mm thick in CM 1:4:8 using 40mm HBG. Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection (Not exceeding 6 Nos. for each manhold) to be left in the Maintenance holes as directed by the Engineer in- charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc., complete as per standard specification and directed by the Department Engineer. For construction of Sewer works SRC cement has to be - upto 1.5m deep below GL - Rectangular 1.20m x 0.9m inner size, 230mm wall thickness

1944

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Construction of Maintenance holes of different depths as per type design/drawing along sewer lines and provided with tight fitting FRC manhole frames and covers of 600 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of brick work (with approved chamber class II bricks of size 9" X 43/8" x 23/4" in CM 1:3 and plastered with CM 1:3, 20mm thick inside and 12mm thick outside as per type design with foundation concrete 250mm thick in CM 1:4:8 using 40mm HBG. Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection (Not exceeding 6 Nos. for each manhold) to be left in the Maintenance holes as directed by the Engineer in- charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc., complete as per standard specification and directed by the Department Engineer. For construction of Sewer works SRC cement has to be - 1.5m to 2m below GL - Rectangular 1.20m x 0.9m inner size, 350mm wall thickness

636

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Construction of Maintenance holes of different depths as per type design/drawing along sewer lines and provided with tight fitting FRC manhole frames and covers of 600 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of brick work (with approved chamber class II bricks of size 9" X 43/8" x 23/4" in CM 1:3 and plastered with CM 1:3, 20mm thick inside and 12mm thick outside as per type design with foundation concrete 250mm thick in CM 1:4:8 using 40mm HBG. Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection (Not exceeding 6 Nos. for each manhold) to be left in the Maintenance holes as directed by the Engineer in- charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc., complete as per standard specification and directed by the Department Engineer. For construction of Sewer works SRC cement has to be - 2.0m to 2.5m below GL - Rectangular 1.20m x 0.9m inner size, 350mm wall thickness

391

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - Upto 1.5m below GL - Circular 1.20m dia inner size

152

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 1.5m to 2.0mbelow GL - Circular 1.20m dia inner size

46

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 2.0m to 2.5mbelow GL - Circular 1.20m dia inner size

58

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 2.5m to 3m below GL - Circular 1.50m inner dia.

339

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 3m to 3.5m below GL - Circular 1.50m inner dia.

249

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 3.5m to 4.0m below GL - Circular 1.50m inner dia.

173

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 4m to 4.5m below GL - Circular 1.50m inner dia.

89

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 4.5m to 5m below GL - Circular 1.50m inner dia.

17

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Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC Manhole chamber along sewer lines and provided with tight fitting FRC manhole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The manhole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Maintenance holes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. Complete. For construction of Sewer works SRC cement has to be used - 5m to 5.5m below GL - Circular 1.50m inner dia.

13

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 0.6 - 1.0 m depth

137

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 1.00 - 1.50 m depth

104

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 1.50 - 2.00 m depth

82

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 2.00 - 2.50 m depth

49

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 2.50 - 3.00 m depth

28

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 3.00 - 3.50 m depth

17

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Construction of Drop Maintenance holes as per the specification of Maintenance holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer - 3.50 - 4.00 m depth

5

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Schedule - 2 - House service connection DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for each house service connection within property limits

12671

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NON-DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 160mm dia UPVC pipes including fixing to inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for each house service connections within property limits

1408

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Pipe from Inspection Chamber (IC) to Machine Hole - 6m Length DOMESTIC( IC to MH OF PIPE LENGTH 6M) 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.

12671

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NON-DOMESTIC ( Inspection Chamber (IC) to Machine Hole OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 160mm 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.

1408

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Inspection Chambers Construction of inspection chamber of inner size of 0.45 m x 0.45m x 0.6m for domestic connections including earth work excavation, Plain Cement Concrete 1:4:8 using 40 mm HBG for foundation, 11.5 cm thick walls in Brick work in CM 1:5 using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification, Plastering with cement mortar (1:4) 20 mm thick in all sides, Cum0 Concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges.

19007

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Construction of inspection chamber of inner size of 0.6m x 0.6m x0.6m for non-domestic connections including earth work excavation, Plain Cement Concrete 1:4:8 using 40 mm HBG for foundation, 11.5 cm thick walls in Brick work in CM 1:5 using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification, Plastering with cement mortar (1:4) 20 mm thick in all sides, Cum0 Concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges.

2112

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Schedule - 3 - Lifting Station Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m - 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 1 m

42.42

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Soft Dense Rock (SDR) - Second depth of 2 m

42.42

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Soft Dense Rock (SDR) - Third depth of 2 m

11.45

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-

... More
Plain Cement Concrete (one cement, four sand and eight coarse aggregate) using Sulphate Resistant cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Engineer in charge. - From 4.5m to 9.0 m below G.L

3.69

-

-

... More
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 G.L

6

-

-

... More
Below GL - Upto 1.5 m

18

-

-

... More
Below GL - From 1.5 m to 4.5 m

24

-

-

... More
Below GL - From 4.5 m to 9.0 m

18.52

-

-

... More
Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel (CRS)and binding wire, labour charges etc., complete for all RCC works and as directed by Engineer in charge.

33.41

-

-

... More
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm spaced at 90cm c/c and supported by Casuarina Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Engineer in charge.(Retrieved Materials should be taken back by the contractor.) Curved Surface - From 0 m to 3.3 m

294

-

-

... More
Curved Surface - From1 Cum. 3 m to 4.3 m

48.49

-

-

... More
Curved Surface - From 4.3 m to 5.3 m

41.45

-

-

... More
Curved Surface - From 5.3 m to 6.3 m

20.31

-

-

... More
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. complete and as directed by Engineer in charge.

48

-

-

... More
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 in charge.

66

-

-

... More
Shoring & strutting the sides of trench when depth of excavation exceeds 2 m in loose soil including cost of materials and labour charges for installation & removal of Silver Oak planks of 40mm thick & country wood scantlings of 4m length etc complete & as directed by the Engineer-in-Charge. - 0 m to 2 m

113.04

-

-

... More
Conveyance of excess earth to a distance not exceeding 5km as directed by the Departmental Engineer including cost of loading and transportation charges etc complete as directed by the Engineer in charge.

12

-

-

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

94

-

-

... More
Construction of Bellmouth Chambers of the following sizes is wall thickness of 230mm for receiving the flow from LS before discharging to machinehole with Reinforced cement concrete M30 using 20mm size Hard Broken/Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification. - Internal size : 1.5 x 1.4m x 0.8m

6

-

-

... More
Construction of Valve Chambers of following Sizes, Reinforced cement concrete M30 using 20mm size Hard Broken/Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification. - CONSTRUCTION OF VALVE CHAMBER - (1.5x1x0.9)

6

-

-

... More
Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete. - 100 mm dia CI - 1.0m d/f pipe

60

-

-

... More
100 mm dia CI - 0.5m d/f pipe

18

-

-

... More
100 mm dia CI d/f 90 deg bend

12

-

-

... More
100 mm dia CI non-return valve

12

-

-

... More
100 mm dia CI -0.5m d/f pipe

24

-

-

... More
100 mm dia CI sluice valve

12

-

-

... More
80 x 100 mm CI D/F taper

12

-

-

... More
100 x 100 mm CI A/F tee

12

-

-

... More
100 mm dia CI -1.0m d/f pipe

24

-

-

... More
Schedule -4, Main Pumping Station 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 0 to 2 m

279.48

-

-

... More
Soft Dense Rock (SDR), laterite, soft rock, kankar. - Second depth of 2 to 4 m

124.86

-

-

... More
Soft Dense Rock (SDR), laterite, soft rock, kankar. - Third depth of 4.0 to 6.0m

41.78

-

-

... More
Plain Cement Concrete 1:4:8 (one cement, four sand and eight coarse aggregate) using Sulphate Resistant cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Engineer in charge. - From 1.5m to 4.5 m below G.L

16

-

-

... More
Reinforced Cement Concrete M30 using 20mm size Hard Broken / Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification. - Above G.L

22.06

-

-

... More
Below GL - Upto 1.5 m

33.08

-

-

... More
Below GL - From 1.5 m to 4.5 m

100.85

-

-

... More
Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by Engineer in charge.

102.58

-

-

... More
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm spaced at 90cm c/c and supported by Casuarina Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Engineer in charge.(Retrieved Materials should be taken back by the contractor.) Curved surface - Base slab sides

419.5

-

-

... More
Side Wall inner & outer sides - From 1 Cum.3 m to 4.3 m inside

152.5

-

-

... More
Side Wall inner & outer sides - From 4.3 m to 5.3 m inside

10.6

-

-

... More
Applying two coats of cement paint of approved colour and quality over the outer exposed cement plastered wall surfaces including cleaning, preparing the surface area and including cost of all materials, labour charges, curing etc., complete and as directed by Engineer in charge.

64

-

-

... More
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 in charge.

79

-

-

... More
Shoring & strutting the sides of trench when depth of excavation exceeds 2 m in loose soil including cost of materials and labour charges for installation & removal of Silver Oak planks of 40mm thick & country wood scantlings of 4m length etc complete & as directed by the Engineer-in-Charge. - 0 m to 2.0 m

158.1

-

-

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

411

-

-

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

39

-

-

... More
Supply & fabrication of 2 numbers of Stainless steel in SS 304 screen arrangements of size 1.75 m x 2 m with 12mm x 5mm 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.

1

-

-

... More
Supplying and fixing of chequared plates with necessary M.S. Frames to support.

1

-

-

... More
Providing R.S.J.Support as per I.S.M.B.450 & I.S.M.B.200.

1

-

-

... More
Providing Construction joint with G.I. Sheet18 Gauge thick., 200mm wide including steel rods of 8mm and binding wire for fixing and holding in position at required level.

9

-

-

... More
Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete. - 200 mm dia CI - 1.0m d/f pipe

10

-

-

... More
200 mm dia CI - 0.5m d/f pipe

4

-

-

... More
200 mm dia CI d/f 90 deg bend

3

-

-

... More
200 mm dia CI non-return valve

3

-

-

... More
200 mm dia CI sluice valve

3

-

-

... More
150 x 200 mm CI D/F taper

3

-

-

... More
200 x 150 mm CI A/F tee

3

-

-

... More
Construction of Valve Chambers of following Sizes, Reinforced cement concrete M30 using 20mm size Hard Broken/Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification. - 3.6 m x 5.6m x 2.0 m

1

-

-

... More
Schedule -5, Pumping Main Earth work excavation and depositing on bank with initial lead of 10m and 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 of boulders as directed by Departmental engineer. - 150 CI Class LA pipe/350 CI Class LA pipe

2928

-

-

... More
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. - 150 CI Class LA pipe/350 CI Class LA pipe

2518.5

-

-

... More
Lowering and testing of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Departmental engineer - 150 CI Class LA pipe

2907

-

-

... More
Lowering and testing of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Departmental engineer - 350 CI Class LA pipe

450

-

-

... More
Jointing C.I / D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) - 150 CI Class LA pipe

485

-

-

... More
Jointing C.I / D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) - 350 CI Class LA pipe

75

-

-

... More
Charges for cutting open roads for laying Sewer lines as per the drawing and standard specification and directed by the Departmental Officers. - BT Road Cutting

137.77

-

-

... More
Charges for cutting open roads for laying Sewer lines as per the drawing and standard specification and directed by the Departmental Officers. - CC Road Cutting

15.31

-

-

... More
Providing and constructing of Valve Pit Chambers for Sluice Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Departmental Officers. for construction of chambers SRC cement used For 150 mm dia. Pumping main

6

-

-

... More
Providing and constructing of Valve Pit Chambers for Sluice Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Departmental Officers. for construction of chambers SRC cement used For 350 mm dia. Pumping main

1

-

-

... More
Providing and constructing of Valve Pit Chambers for Air Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Departmental Officers. for construction of chambers. SRC cement used - 50 mm dia.

4

-

-

... More
Providing and constructing of Valve Pit Chambers for Air Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Departmental Officers. for construction of chambers. SRC cement used - 80 mm dia.

1

-

-

... More
Supply and delivery of the following sizes of CI Sluice valve as per IS 14846/2000 PN 1.0 with ISI marking including necessary fittings etc,. Complete. - For 150 mm dia. Pumping main

6

-

-

... More
Supply and delivery of the following sizes of CI Sluice valve as per IS 14846/2000 PN 1.0 with ISI marking including necessary fittings etc,. Complete. - For 350 mm dia. Pumping main

1

-

-

... More
Supply and delivery of the following sizes of CI Double Air valve as per IS 14845/2000 with ISI marking including necessary fittings etc,. Complete. - 50 mm CI DAV in 150mm,200mm dia CI Main

4

-

-

... More
Supply and delivery of the following sizes of CI Double Air valve as per IS 14845/2000 with ISI marking including necessary fittings etc,. Complete. - 80 mm CI DAV in 250mm,300mm dia CI Main

1

-

-

... More
Supply and delivery of CI Specials as per IS 1538/ 1993 Bend -150x90 Deg CI DSB

172

-

-

... More
150x45 Deg CI DSB

82

-

-

... More
150x11.25 Deg CI DSB

105

-

-

... More
150x22.50 Deg CI DSB

192

-

-

... More
400x90 Deg CI DSB

181

-

-

... More
400x45 Deg CI DSB

159

-

-

... More
400x22.50 Deg CI DSB

130

-

-

... More
400x11.25 Deg CI DSB

115

-

-

... More
Supplying of following dia. CI Pipes for Class LA as per IS 1536/2001 including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 150 CI Class LA pipe

2907

-

-

... More
Supplying of following dia. CI Pipes for Class LA as per IS 1536/2001 including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 350 CI Class LA pipe

450

-

-

... More
Thrust block as per type design - Providing and laying cement concrete 1:2:4 proportion with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including earth work excavation, PCC, cost of reinforcement and placing the same above or below ground level including reinforcement, plywood/ steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary, etc., complete for Anchor Blocks or Thrust Blocks as per drawings including lead & lift etc., complete as per standard specifications and directed by the Departmental officers. - 150x90 Deg CI DSB

4

-

-

... More
150x45 Deg CI DSB

2

-

-

... More
150x22.50 Deg CI DSB

3

-

-

... More
150x11.25 Deg CI DSB

6

-

-

... More
350x90 Deg CI DSB

1

-

-

... More
350x45 Deg CI DSB

1

-

-

... More
350x22.50 Deg CI DSB

1

-

-

... More
350x11.25 Deg CI DSB

1

-

-

... More
Schedule -6, Pump Room Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m Hard stiff clay,stiff black cotton soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil -SS20B

15.99

-

-

... More
Soft disentegrated rock, soft laterited rock or kankar soft rock not requiring blasting.

3.89

-

-

... More
Supply and filling the foundation and basement with stone dust in layers complying with standard specification including consolidation and watering etc. complete and as directed by Departmental officers

5.65

-

-

... More
Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Departmental Officers.

3.72

-

-

... More
Random rubble masonry with CM 1:5(one cement and five sand) for footing and basement including cost of materials, mixing, placing, curing and finishing etc., complete as directed by the Departmental officers.

14.53

-

-

... More
Brick work in CM 1:6 (one cement & six sand) using Second class ground moulded chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification., complete and as directed by Departmental Officers.

10.64

-

-

... More
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) ., complete and as directed by Departmental officers

1.16

-

-

... More
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) ., complete and as directed by Departmental officers

2.61

-

-

... More
Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including strutting upto 3.3 mt height using MS sheets of size 90cmx60cm and stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia 90cmx60cm and BG10 guage (spaced at 75cm c/c) complying with standard specification etc., complete as directed by the Departmental Officers. - Roof slab

19.18

-

-

... More
Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including strutting upto 3.3 mt height using MS sheets of size 90cmx60cm and stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia 90cmx60cm and BG10 guage (spaced at 75cm c/c) complying with standard specification etc., complete as directed by the Departmental Officers. - Others

8.62

-

-

... More
Plastering with CM 1:5(one cement and five sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by Departmental Officers.

79.71

-

-

... More
Supplying fabricating and placing in position of RTS grills at all heights for reinforcement including cost of steel for all works and labour charges including cost of binding wire etc., complete for all RCC works and as directed by Departmental Officers.

4

-

-

... More
Floor finsihing with CM 1:3(one cement and three sand) 20mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by Departmental Officers.

16.17

-

-

... More
Special ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed by Departmental Officers.

19.18

-

-

... More
Painting two coats with approved cement paint over one coat of priming coat over cement plaster surface for outer side of the room including the cost of materials, labour charges,cleaning ,preparing the surface and curing etc., complete and as directed by Departmental Officers.

117.35

-

-

... More
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 Fully panelled Double leaf - Door

1

-

-

... More
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 Fully panelled Double leaf - Window (without Ventilator)

3

-

-

... More
Weathering course with broken Brick Jelly of 20 mm size in pure slaked lime (no sand to be used) over RCC Roof slab with proportion being 32:12 1/2 for required depth of 80mm thickness over the roof slab as required well beaten with wooden beaters for giving required slope complying with standard specification etc., complete and as directed by Departmental Officers.

1.74

-

-

... More
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

21.72

-

-

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

8.77

-

-

... More
Schedule -7 Transformer Yard Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shabs murams and ordinary gravel and hard dravel including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lifting charges by manual work. - All round the yard

5.23

-

-

... More
Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication. - All round the yard

1.43

-

-

... More
Providing and laying in position Plain cement concrete of mix 1:2:4 with 20mm (M15) and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery,curing, complete as per specifications.

0.73

-

-

... More
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90x60cm and 10 BG stiffened with welded mild steel angle of size 25mm x 25mm x 3mm for boarding laid over silver oak joists of size 10cm x 6.50cm spaced at abote 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not more than 75cm centre to centre et., complete complying with the standard specification and directed by the Engineer in Charge. for columns, pillars, piers, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per standard specification and directed by the Engineer in Charge.

5.55

-

-

... More
Brick work in CM 1:5 (one cement & five sand) using ground moulded chamber bricks of size 9"X4 3/8"X 2 3/4" standard specification including finishing, curing,etc.,complete complying with standard specification.

13.9

-

-

... More
Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications

136.94

-

-

... More
Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete. - area as per item no. 6

136.94

-

-

... More
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.

620

-

-

... More
Providing barbed wire fencing using 10.00 gauge 2 ply 4 pronged galvanised barbed wire 5 rows in horizontal ways and 30cm C/C on vertical ways 2.10m height tying with necessary binding wire including drawing in holes wherever necessary excluding the cost of pillars / poles but including the cost of barbed wire and binding wire and labour charges for fixing barbed wire either vertically or horizontally, tieing etc., complete with all lead & lift.

38.13

-

-

... More
Schedule -8, Compound Wall Earth work excavation and depositing on bank with initial lead of 10m and lift of 2m in hardstiff clay, stiff black cotton, hardred earth, shales, muram, gravel stoney earth and earth mixed stoney earth and hard gravelly soil as per SS 20B with initial lead of 10 mts. and lift of 2 mts.

127

-

-

... More
Supply and filling the foundation and basement with stone dust in layers complying with standard specification including consolidation and watering etc. complete and as directed by Departmental officers

16

-

-

... More
Plain Cement Concrete 1:3:6 using 20 mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15 cm thick including ramming, curing etc. complete.

21

-

-

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

51

-

-

... More
Brick work in CM 1:6 (one cement & six sand) using Second class ground moulded chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification ., complete and as directed by Departmental Officers.

94

-

-

... More
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) 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

2.8

-

-

... More
Supplying and fixing barbed wire fencing over the proposed compound wall with 'L' angle iron 50x50x6mm & 1.45mm posts bent to shape at 2.5m centres with 6 rows of barbed wire and also in a zig zag manner at 25 cm c.c. connecing all the rows with barbed wire will be of 2 ply and 12 gauge or other approved size including drilling hole in L iron posts and fixing the posts in cement concrete 1:2:4 of size 15x15x45cm etc., as directed.

113

-

-

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

39

-

-

... More
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.

195

-

-

... More
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.

15

-

-

... More
Shcedule-9, Road Restoration Plain Cement Conctere 1:4:8 (one cement four fine aggregate and eigth coarse aggregate ) using 40mm size HBG metel including cost and conveyence of all materials to site and including for the mixing , laying water carring with all leads of good water compacting and laboutr charges and all incidential charges such as water providing etc, complete as per standard specificationrs.

9439.58

-

-

... More
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) 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

9439.58

-

-

... More
Shcedule-10, Pipe Carrying Bridge Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stony earth and earth mixed with small size of boulders as directed by Departmental Engineer. - 1st depth of 0 to 2 m

60.89

-

-

... More
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 - Below GL 1.5 m depth

4.46

-

-

... More
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 - Below GL upto 1.5 m depth

8.48

-

-

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Below GL from 1.5 m to 4.5 m depth - Footing

9

-

-

... More
Above GL upto 4.5 m height

22.3

-

-

... More
4.50m to 7.32m above GL

56.48

-

-

... More
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. - Upto 3.3 m height - Plane Surface

68.32

-

-

... More
Circular Columns

195.28

-

-

... More
Circular Column - Fro1 Cum.3 m to 4.3 m height

40.68

-

-

... More
Plane Surface - III set Brace sides & bottom

12.58

-

-

... More
Circular Column - From 4.3 m to 5.3 m height

8.14

-

-

... More
Colum Head - From 5.3 m to 6.3 m height

25.16

-

-

... More
Plane Surface - Floor beam sides & bottom

27

-

-

... More
Plane Surface - From 6.3 m to 7.3 m height

231.9

-

-

... More
Suppling and fabricating and placing in position MS (or) R.T.S. Fe 515 bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

96.26

-

-

... More
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.

497.86

-

-

... More
Schedule-10, Electro-Mechanical Items Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, including required capacity 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper ) of total length of 35 m, control panel, Pedestal Coupling, guide wire / suitable guide pipe of length 10m, M.S.(GLVD) lifting chain of length 10m, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls in trays and incidental civil works etc.complete. - 395 lpm against a total head of 14 m

2

-

-

... More
427 lpm against a total head of 16 m

2

-

-

... More
68 lpm against a total head of 6 m

2

-

-

... More
553 lpm against a total head of 21 m

2

-

-

... More
263 lpm against a total head of 8 m

2

-

-

... More
210 lpm against a total head of 7 m

2

-

-

... More
5876 lpm against a total head of 12 m

3

-

-

... More
Grit Pump - 500 lpm against a total head of 9 m

2

-

-

... More
Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete. - 1 kVAR

4

-

-

... More
0.5 kVAR

6

-

-

... More
1.5 kVAR

2

-

-

... More
7 kVAR - Sewage Pumps

3

-

-

... More
2 kVAR - Grit Pumps

3

-

-

... More
Supply and fixing of TNEB meter board suitable for 32A three phase service connection with 3 Nos. 32A fuse unit (500V) 32A neutral link and earth link (1"x1/8" copper flat) on TW plank of size 600mm x 450mm x 19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit with 1 No 40 Amp 30 MA Four Pole RCD / RCCB (Lower End) with suitable necessary connection. (SD-129)

3

-

-

... More
Supply and fixng of TNEB meter board suitable for 3 phase 63A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2"x1-1/2" x 1/4" rigidly fixed on wall covered with hylemsheet of size 2 feet x 1/2 feet of 6 mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63A fuse units (500V), 1 No. neutral link, copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with 1 No 63 Amp 30 MA Four Pole RCD / RCCB (Higher End) with suitable necessary connection with earth connection complete (SD-131)

3

-

-

... More
Supply and fixng of TNEB meter board suitable for 3 phase 63 A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2" x 1-1/2" x 1/4" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thick ness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63 A fuse units (500V), 1 No. neutral link, copper earth flat of size 1"x1/4" with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with 1 No 63 Amp 30 MA Four Pole RCD / RCCB (Higher End) with suitable necessary connection with earth connection complete (SD-133)

1

-

-

... More
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel, KIOSK with aluminium bus bars and consisting of required quantities of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters, ammeters with selectorswitches, energy meter,phase indicating lamps, etc., complete with incidental civil works and comprising of following and as per specifications & drawings; The panel shall be powder coated as per specification. Capacity of M.V. Panel - 32 Amps (LS) 32 A FP Change over Switch 25 kA 32 A TP MCCB 10 kA - 2 nos for pumps 32 A TPN MCB 10 kA for Spare 32A TP MCB 10kA - 2 nos for Pump capacitor. 32 A TPN MCB 10kA (for LDB & Spare - 2nos)

6

-

-

... More
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of required quantities of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps, etc., complete with incidental civil works and comprising of following and as per specifications & drawings; The panel shall be powder coated as per specification. Capacity of M.V. Panel - 100 Amps 100 A FP MCCB 25 kA(2 nos for EB and DG) 63 A TP MCCB 10 kA - 3 nos for Pumps 32 A TP MCCB 10 kA - 2 nos for Grit Pumps 63 A TPN MCCB 10 kA for Spare 32 A TP MCB 10 kA - 5 nos for Capacitor 32 A TPN MCB 10kA (for LDB & Spare - 2 nos)

1

-

-

... More
Supply, delivery, erection, testing and commissioning of following capacity Diesel Generator set, Phase, 50Hz, 415V, consisting of Diesel Engine capable of delivering continous brake horse power with standard fittings, water-cooled Radiator, acuostic enclosure to restrict the noise level as per TNPCB norms, Residential silencer with exhaust pipe arrangements (insulated with glass wool inside the building) upto outside of room above roof level as per TNPCB norms, suitable alternator (brushless), self-excited, self-regulated, suitable for continous operation. Standard control panel consisting of ammeter with CT's and selector switch, voltmeter with selector switch MCCB, energy meter, earth fault relay, indicating lamps, fuses, and required 1.1KV grade PVC armoured aluminium cable from alternator to alternator control panel , 12/24V battery, battery leads, battery charger etc.Coupling with guard ,Fuel tank ( 8 hours capacity ) common rigid MS channel Base frame, antivibration mounting pad setc.complete - Capacity of D.G. Set - 62.5 kVA

1

-

-

... More
Supplying and laying following LTUG cables in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed. - DO - 4 core 25 sq.mm. for LS(Incomer)

180

-

-

... More
DO - 4 core 4 sq.mm - Panel to Starter (PS)

180

-

-

... More
DO - 3 ½ core 50 sq.mm. for PS(Incomer)

50

-

-

... More
DO - 4 core 10 sq.mm - Panel to Starter (PS)

15

-

-

... More
DO - 4 core 10 sq.mm - Starter to Junction Box (PS)

50

-

-

... More
Supplying and fixing of cable gland and termination with Aluminium cable lugs for following PVC UG cable and with earth connection - DO - 4 core 25 sq.mm.

36

-

-

... More
DO - 4 core 4 sq.mm

72

-

-

... More
DO - 3 ½ core 50 sq.mm.

6

-

-

... More
DO - 4 core 10 sq.mm

12

-

-

... More
Supply delivery and fixing of out door weather proof junction box fabricated in MS sheet steel (12 SWG for front 14 SWG for other sides) near the suction well for terminating the Pump power cable and control cable on an angle iron frame at convenient height for working and above the local MFL with provision for terminal block & earthing as per IS including incidental civil works etc.,complete. - Up to 20 HP

15

-

-

... More
Supply, delivery and erection of Three Phase 6 way 32 Amps, 10kA LDB with the following: 1 No of 40 A FP isolator for incoming supply 3 Nos. of 16A, DP RCCB 3 Nos. of 16A, SP MCB 1 No of 16A, DP MCB 3 Nos of 6A, DP MCB in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.

1

-

-

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

100

-

-

... More
Wiring with 2x1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3 mm thick hylumsheet cover with TW switch box and 5AFT switch with continuous earth wire connection of 1.5 sq.mm copper wire for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) (SD-23)

9

-

-

... More
Supply and installation of 240 V - 1 x 20 W LED TL fitting box type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.

4

-

-

... More
Supply and fixing of 450mm (18") sweep (lightduty) AC exhaust fan complete with necessary wall open ingand making good of the wall (SD-118)

1

-

-

... More
Supply and fixing of 1200mm (48") sweep AC ceiling fan High speed complete with 2 module 100W fan step regulator (Lower end) with 1 metre down rod with fan clamp with side plates and cross arm of size 450mm (18") (SD-463)

1

-

-

... More
Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.

1

-

-

... More
Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40 mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry (SD-211)

16

-

-

... More
Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment. - 25 x 6 mm GI Flat

380

-

-

... More
Schedule-12, Trenchless Technology Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in all soil including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 20 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways / State Highways / Railways / Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 5m excluding the cost of MS pipes. For 150mm dia gravity main, 300mm dia MS encasing pipe for various thickness

60

-

-

... More
M.S. PIPES- SPIRAL / LONGITUDIDNAL WELDING AS PER IS 3589/2001 Supply and Delivery of MS pipes of preferred dimensions ranging from 168.30mm OD to 2540mm OD having 2.6mm to 25mm thickness as per Table- 5 of IS 3589/2001 fabricated with Fe410 grade steel conforming to IS 3589:2001 and other allied codes Pipes shall be internally lined with plant applied cement mortar lining 1:2, The Lining thickness range from 6 mm to 12 mm for 168.3 mm OD to 2540 mm OD as per Table -8 of IS 3589:2001 Pipes shall be externally coated with plant applied CM 1:3, minimum 20mm thick including reinforcement as per clause A-9 of Annex-A of IS 3589:2001 (OR) Coal Tar Enamel Wrapping Tape as per IS 15337:2013 WITH INTERNAL LINING AND EXTERNAL COATING MADE WITH FE410

60

-

-

... More
Goods and Service Tax @ 18%

1

-

-



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