Dindigul City Municipal Corporation Under Ground sewerage scheme to the left out areas in Dindigul City Municipal Corporation

Amount

Schedule - 1 - Collection System

Earth work excavation and depositing on bank with initial lead of 1-m 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.

0 to 2m depth

Earthwork excavation and depositing on bank with initial lead of 1-m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.

0 to 2m depth

Earth work excavation for Pipe Laying work by removing dense medium rock using controlled blasting method by drilling blast holes using compressor and jack hammer including dewatering wherever necessary, cost of gelatin, electric detonator, icensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by Engineer in charge.

1.5 to 2m depth

2 to 3m depth

Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited

0 to 2m depth

1.5 to 2m depth

2 to 3m depth

Providing shoring and strutting with sheet piles/wooden piles & planks, with necessary support for excavation beyond the depth of 2m, including the cost of sheet pilesShoring, 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, wooden piles, plank & other materials, removing shoring and strutting after the pipes are laid etc. complete as directed by the Engineer in charge.

0 to 2.0m depth

Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):2013 / EN 13476, including cost of conveyance, stocking charges, etc., complete as per standard specifications.

200mm dia.

250mm dia.

300mm dia.

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

355mm dia

400mm dia

450mm dia

500mm dia

710mm dia

800mm dia

Supply and delivery of 110 mm dia U PVC Non pressure pipe SN8-SDR 34 (S 16.5) Pipe

Lowering of DWC 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.

Up to 2m for 200mm diameter DWC Pipe

2 to 4m for 200mm diameter DWC Pipe

Up to 2m for 250mm diameter DWC Pipe

2 to 4m for 250mm diameter DWC Pipe

Up to 2m for 300mm diameter DWC Pipe

2 to 4m for 300mm diameter DWC Pipe

Lowering of 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.

Up to 2m for 355mm diameter HDPE Pipe

2 to 4m for 355mm diameter HDPE Pipe

Up to 2m for 400mm diameter HDPE Pipe

2 to 4m for 400mm diameter HDPE Pipe

Up to 2m for 450mm diameter HDPE Pipe

2 to 4m for 4500mm diameter HDPE Pipe

2 to 4m for 500mm diameter HDPE Pipe

Up to 2m for 710mm diameter HDPE Pipe

2 to 4m for 710mm diameter HDPE Pipe

Up to 2m 800mm diameter HDPE Pipe

2m to 4m 800mm diameter HDPE Pipe

Lowering of uPVC Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths.

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 dia

250mm dia

300mm dia

355mm dia

400mm dia

450mm dia

500mm dia

710mm dia

800mm dia

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

C.C.Road Cutting

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

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

Supplying and filling in foundation and basement with stone dust in layers of not more than 20cm thick well rammed watered and compacted etc., complete complying with standard specification.

Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "Dindigul City Municipal Corporation" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites

Construction of Machineholes of different depths as per type design/drawing along sewer lines and provided with tight fitting FRC machine hole frames and covers of 600 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The machine hole 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 machine hole and suitable diameter pipes for House service connection (Not exceeding 6 Nos. for each manhold) to be left in the Machineholes 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 0 to 1.5m deep below GL - Rectangular 0.75x1.20m inner size

1.5 to 2.0m below GL - Rectangular 0.9x1.2m inner size

2.0 to 2.5m below GL - Rectangular 0.9x1.50m inner size

2.5 to 3.0m below GL - Circular 1.50m dia inner size

Construction of Maintenance holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type RCC machine hole chamber along sewer lines and provided with tight fitting FRC machine hole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The machine hole shall be of Reinforced cement concrete 1:11/2:3 mix (One sulphate resistant cement, one and half sand, three aggregate) using 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 machine hole 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.

3m to 3.5m below GL - Circular 1.50m inner dia.

3.5m to 4m below GL - Circular 1.50m inner dia.

Construction of Drop Machineholes as per the specification of Machineholes 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

1.00 - 1.50 m depth

1.50 - 2.00 m depth

2.00 - 2.50 m depth

Clearing away and carefully stacking materials useful for reuse of any thickness of walls

Sanitary lanes less than 3m road width

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.

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

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

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 machine holes on sewers.

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 machine holes on sewers.

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.

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.

Supply and fixing of PVC. Nahini / Floor Trap with stainless Steel Gratings - 100 mm x 75 mm including all charges etc, complete as per standard specification.

Schedule - 3 - Lifting Station

Suction well

Open Well 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 in all kind of soil as directed by Departmental Engineer.

First depth of 2 m

Open Well Earth work excavation complying with relevant clausses of TNDSS well sinking and with lead up to 10 m in medium rock and dense medium rock not required blasting for depth and directed by the departmental officer

depth of 2 to 4 m

depth of 4 to 6 m

depth of 6 to 8 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 etc., complete and as directed by the Departmental Officers.

From 1.5m to 4.5 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 G.L

Below GL

Upto 1.5 m

From 1.5 m to 4.5 m

From 4.5 m to 9.0 m

Suppling and fabricating and placing in position MS (or) R.T.S.(CRS) 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 by the departmental officers

Curved surface

From 0 m to 3.3 m

From 3.3 m to 4.3 m

From 4.3 m to 5.3 m

From 5.3 m to 6.3 m

From 6.3 m to 7.3 m

From 7.3 m to 8.3 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 etc., complete and as directed by Departmental Officers.

Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement etc., complete as directed by the Departmental Officers.

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.

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

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

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 : 1.50 x 1.50 x 0.60

Internal size : 0.80 x 0.90 x 0.60

Internal size : 2.00 x 2.00 x 0.80

Internal size : 0.70 x 0.80 x 0.60

Internal size : 1.50 x 1.80 x 0.80

Construction of Valve Chambers of following Sizes

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. - 1.5 m x 1.5m x 0.9 m

100 mm dia CI - 1.0m d/f pipe

100 mm dia CI - 0.5m d/f pipe

100 mm dia CI d/f 90 deg bend

150 mm dia CI non-return valve

100 mm dia CI sluice valve

150 x 100 mm CI D/F taper

150 x 150 mm CI A/F tee

Schedule -4, Pumping Station

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.

First depth of 0 to 2 m

Earth work Open well excavation with lead upto 10m in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting as directed by the Engineer.- 1 cu.m

Depth of 2.0 to 4.0m

Depth of 4.0 to 6.0m

Depth of 6.0 to 8.0m

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 etc., complete and as directed by the Departmental Officers.

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

Below GL

Upto 1.5 m

From 1.5 m to 4.5 m

From 4.5m to 9 m

Suppling and fabricating and placing in position MS (or) R.T.S.(CRS) 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 by the departmental officers

Curved surface

Base slab sides

From 0 m to 3.3 m

From 3.3 m to 4.3 m

From 4.3 m to 5.3 m

From 5.3 m to 6.3 m

From 6.3 m to 7.3 m

From 7.3 m to 8.3 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 etc., complete and as directed by Departmental Officers.

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 Departmental Officers.

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.

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

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

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

Providing Column and Erection of ISMB 450 and ISMB 200 - Construction RCC Pillers for the size 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 450 and ISMB 200- 5.35m length of 49.5kg/m for on column over well

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.

Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.

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.

Valve Chamber:Construction of masonry valve pit as per Type design for Sluice valve valve, Non Return Valve for Earth work excavation, Refilling, Plain Cement Concrete 1:4:8 (one sulphate resistant cement, four sand & eight coarse aggregate), Reinforced Cement Concrete M30, centering, MS or deformed steel bars (upto 16 mm dia) for RCC, FRC machine hole Covers, PVC encapsulated CI steps 30cm, Conveyance of excess earth for the following valves includingcharges for precasting and,valves and specials in position ,refilling the sidesof the pit etc. complete. and as directed by Corporation Engineers.

CONSTRUCTION OF VALVE CHAMBER - 3.6 m x 5.6 m x 2.0 m

150 mm dia CI - 1.0m d/f pipe

150 mm dia CI - 0.5m d/f pipe

150 mm dia CI d/f 90 deg bend

150 mm dia CI non-return valve

150 mm dia CI sluice valve

150 x 100 mm CI D/F taper

150 x 150 mm CI A/F tee

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.

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

Lowering 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

200mm dia CI Class LA pipe

250mm dia CI Class LA pipe

600mm dia CI Class A pipe

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

150 CI Class LA pipe

200mm dia CI Class LA pipe

250mm dia CI Class LA pipe

600mm dia CI Class A pipe

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

CC Road Cutting

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 150 mm dia. Pumping main

For 200 mm dia. Pumping main

For 250 mm dia. Pumping main

For 600 mm dia. Pumping main

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 50mm dia. Pumping main

For 100mm dia. Pumping main

Material

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.

150 mm CI Sluice Valve in 150mm CI Main

200 mm CI Sluice Valve in 200mm CI Main

250 mm CI Sluice Valve in 250mm CI Main

600mm CI Sluice Valve in 600mm CI Main

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 CI Main

50 mm CI DAV in 200mm CI Main

80 mm CI DAV in 250mm CI Main

100 mm CI DAV in 600mm CI Main

Supply and delivery of CI Specials as per IS 1538/ 1993

150x90 Deg CI DSB

150x45 Deg CI DSB

150x22.50 Deg CI DSB

150x 11.25 Deg CI DSB

200x90 Deg CI DSB

200x45 Deg CI DSB

200x22.50 Deg CI DSB

200x11.25 Deg CI DSB

250x90 Deg CI DSB

250x45 Deg CI DSB

250x22.50 Deg CI DSB

250x11.25 Deg CI DSB

600x90 Deg CI DSB

600x45 Deg CI DSB

600x22.50 Deg CI DSB

600x11.25 Deg CI DSB

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

150 CI Class LA pipe

200mm dia CI Class LA pipe

250mm dia CI Class LA pipe

600mm dia CI Class LA pipe

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

150x45 Deg CI DSB

150x22.50 Deg CI DSB

150x11.25 Deg CI DSB

200x90 Deg CI DSB

200x45 Deg CI DSB

200x22.50 Deg CI DSB

200x11.25 Deg CI DSB

250x90 Deg CI DSB

250x45 Deg CI DSB

250x22.50 Deg CI DSB

250x11.25 Deg CI DSB

600x90 Deg CI DSB

600x45 Deg CI DSB

600x22.50 Deg CI DSB

600x11.25 Deg CI DSB

Schedule -6, Pump Room

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.

Supplying and filling in foundation and basement with filling 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

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 theDepartmental officers.

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 -

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 standards.

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

Others

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 (S.I.309)

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.

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)

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)

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.

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.

Supplying and fixing of steel Doors two leaves including all cost with fitting and painting etc complete as directed by Engineer incharge(the design should be got approved by the SE before supply & fixing)1x2.1m

Supplying and fixing of steel Windows two leaves including all cost with fitting and painting etc complete as directed by Engineer incharge(the design should be got approved by the SE before supply & fixing)0.9 x 1.2m

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

Schedule -7, Transformer yard

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.

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

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 theDepartmental officers.

Reinforced Cement concrete 1:2 :4 (one cement, two sand & four course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.

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.

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

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 (S.I.309)

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.

Supply and fixing of M.S Grills with Doors 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.

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.

Schedule -8, Compound wall

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.

Supplying and filling in foundation and basement with filling sand 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

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.

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 -

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

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.

Refilling with excavated sand complying with standard specification for filling in foundations and basement.

Supplying and fabricating and erection of iron gate with grill works of required size as per direction at site with G.I pipes of 50 mm and specials at all sides and 40x40x6mm angles as bracing on which 2 No.of m.s sheet of 16 gauge of size 2x2.50m each is welded as two halves fixing letter "METRO WATER" including one coat of primer with red lead etc., complete as directed.

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.

Schedule -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.

Cement Concrete 1:2:4 using 12 to 20mm gauge hard broken stone jelly for plain cement concrete work including laying compacting and curing ., etc ., complete

Schedule -10, Electro-Mechanical works

Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor with electrical DOL starter panel.

413 LPM at 14 M head with 1.1 KW Motor

210 LPM at 11 M heaD

134 LPM at 13 M head

448 LPM at 15 M head

111 LPM at 9 M head

449 LPM at 13 M head

1141 LPM at 32 M head with 9 KW Motor

2062 LPM at 9 M head with 4 KW Motor

16096 LPM at 13 M head

LT/LTCT METERING BOX as per IE rules and TANGEDCO norms for 50HP/37 KW (which includes LT meter panel board 6 Nos. suitable fuse carriers).

VERTICAL THREE PHASE DISTRIBUTION BOARD WITH 32A MCB ISOLATOR FOR INDUSTRIAL TYPE TPMCB DB WITH IP 54 PROTECTION( 4 Ways 3 Phase DB)

TPN MCB Isolator of 32A

20A TPN MCB Outgoing for Submersible Pump Motor Panel

6A DP MCB Outgoing for Lights

VERTICAL THREE PHASE DISTRIBUTION BOARD WITH 63A MCB ISOLATOR FOR INDUSTRIAL TYPE TPMCB DB WITH IP 54 PROTECTION( 8 Ways 3 Phase DB)

TPN MCB Isolator of 63A

20A TP MCB Outgoing for Submersible Pump Motor Panel for 7.5 KW Motors

6A DP MCB Outgoing for Lights

Supply, delivery at site & laying of following cables

1.1 KV grade 4 core 6 mm² XLPE insulated aluminium armoured cable from TANGEDCO LT Meter Board to consumer switch board and from consumer switch board to panel board

1.1 KV grade 3 core 6 mm² XLPE insulated aluminium armoured cable from LT Panel Board to Star Delta Starter Panel at Pump House for 3 nos 7.5 KW Motors

1.1KV grade 4 core 2.5 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -1 run for each 1.1 KW motor.

1.1KV grade 3 core 4 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -2 runs for each 7.5 KW motor.

Supply, delivery at site and laying of 1.1KV grade XLPE insulated PVC outer sheathed armoured copper conductor power/control cable of following size either through cable duct or through cable trays or through protection pipes including necessary end terminations with gland and sockets as per technical specification and direction of EIC.

4 core x 6 mm² (Al.)

4 core x 2.5 mm²(Cu)

4 core x 1.5 mm² (Cu)

4 core x 2.5 mm² (Cu) flat PVC cable for submersible pump motor.

Laying and termination of 1.1KV grade XLPE/ PVC insulated armoured Al./ Cu. conductor cable with gland and others hardwares of following sizes as per direction of EIC

4 core x 6 mm² (Al.)

4 core x 2.5 mm²(Cu)

4 core x 1.5 mm² (Cu)

4 core x 2.5 mm² (Cu) flat PVC cable for submersible pump motor.

Laying and termination at site of following cables

1.1 KV grade 4 core 16 mm² XLPE insulated aluminium armoured cable from TANGEDCO LT Meter Board to consumer switch board and from consumer switch board to panel board

1.1 KV grade 3 core 6 mm² XLPE insulated aluminium armoured cable from LT Panel Board to Star Delta Starter Panel at Pump House for 3 nos 7.5 KW Motors

1.1KV grade 3 core 4 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -2 runs for each 7.5 KW motor.

Laying and termination at site of 1.1KV grade XLPE insulated PVC outer sheathed armoured copper conductor power/control cable of following size either through cable duct or through cable trays or through protection pipes including necessary end terminations with gland and sockets as per technical specification and direction of EIC.

4 Core x 2.5 mm²

4 Core x 1.5 mm²

Supply and fixing of 3Ph / 1 Ph, 50 Hz, heavy duty exhaust fan including S & F of M.S. cowl made of 2 mm thick GI sheet and 12 SWG SS wire mesh duly painted and making suitable hole in the wall including mending good damages complete

450 mm sweep (3 Ph),

Earthing the whole installation for Lifting machine hole pumps and panel as per IE Rules & Acts, specifications, complete in all respect including supply, installation of all required earthing materials, flats, earth electrodes and all other sundries, fitting, fixtures including making proper earth stations as per technical specification and direction of EIC

Supply, delivery and fixing of Industrial type 2X24 Watt LED light fitting completely wired up with necessary electronic ballast, capacitor and lamp etc. mounted below the floor of WELL with 2 nos. 20 mm GI conduit (16 SWG) supports including supply & fixing of GI conduit, ball socket type ceiling plate and connecting the length with 1.5 mm² flexible copper wire.

Supply, delivery & fitting-fixing at site highbay luminaire complete with LED light (120 Watt) & other accessories , wide beam or equivalent high bay luminaire with LED flood light fitting suspended upto 2.0 M below the ceiling including making necessary connections and earth attachment by providing GI pipes, 1.5mm² copper wire.

Supply, delivery & fitting-fixing at site superior quality bulkhead 11 W CFL fittings complete with clear acrylic cover, wire guard, lamp, holder etc.

Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for over all dimensions as per approved GA

Sluice gate - 1no. (350x350mm)

Sluice gate - 1no. (400x400mm)

Supply, delivery and fixing Pressure gauge (with150mm dia. dial) on the discharge piping with all necessary copper tubing and fittings as per standard practice.

Schedule -11, Trenchless Technology

Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 10 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 CMWSSB Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes.

NH crossing For 250mm dia gravity main, 500mm dia MS encasing pipe for various thickness

Supply and delivery of following sizes with thickness fabcricated with fe410 grade steel conforming to IS 3589:2001 and other allied codes. The pipes shall be lined with plant applied cement mortar lining 1:2 and including cost of materials and transportationh charges etc complete as direction by the departmental officer.

Cost of Encasement Pipes of 508mm dia, MS Pipe with 5mm thick

Air Ventilation shaft for collection system

GST as applicable

Description of Work / Item(s)

Amount

Resources allocated to ESHS management

Drafting and updating the ESHS documentation, reporting, inspections

Implementation of the Health and Safety Plan: Meetings, health care center, medical check‑ups, emergencies and evacuations, safety protective equipment, hygiene

Accommodation, drinking water, meals and transportation of staff

Training and local recruitment management costs

Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management

Traffic, noise and atmospheric emissions management, land take

Waste and hazardous products management

Vegetation clearing and site rehabilitation

Description of Work / Item(s)

Amount

Operation and Maintenance Price for Operation and Maintenance of Sewage Collection system including Machine holes, Sewer line, Pumping Stations, Lifting stations, Pumping Mains & all allied appurtenances, All electro mechnical items, spares, consumables, Manpower, repair & Maintenance including preventive maintenace, routine maintenance, cost of operating jetting cum suction machine including silt suction machine including silt disposal and any other cost with in the Project Area

For First Year

For Second Year

For Third Year

For Fourth Year

For Fifth Year

N.P PATEL & CO

N.P PATEL & CO

KEVADIYA CONSTRUCTION PVT LTD