Construction Testing and Commissioning of Devlamalla Zone-2 Water Supply Scheme at Haldwani Block District Nainital Under Jal Jeevan Mission

Amount

Gravity Main No. 2 (Rising Main)

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full length of HDPE Pipes of specified grades as per IS: 4984-1995 and specifications, with testing of pipe lineincluding supply of jointing materials.

PE-63 Grade: Pn-10.0 (10.0 Kg/Cm2)

50 mm dia

75 mm dia

110 mm dia

Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.

Replacement and reparing of exsiting pipeline and Valve.

Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B')

80 mm dia

100 mm dia

Dismantling of following dia screwed and socketed G.I.Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.)

Dismantling of G.I. pipes.

80 mm dia

100 mm dia

Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

80 mm dia

100 mm dia

Repairing of 50 mm to 150 mm dia GI/MSERW pipe line by Welding. Work including : (i) Earth work in Excavation, (ii) Dewatering of pit manually and cleaning of pipe line as lumpsum @ 1/2 Lab for half day. (iii) Earth filling with ramming 10% extra of excavation. and (iv) Repairing of pipe by 01 welder and 02Helper( Labour). including Labour charge, Material and T&P complete all in respect.

80 mm dia

100 mm dia

Replacement of existing valves :

C.I. D/F sluice valves confirming to IS: 14846-2000

80 mm dia

100 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : - With F.P.S. bricks.

Protection Work (as detailed below)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 at plinth level with cement mortar 1:6 in walls and pillars.

Walls & Pillars

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required or proper completion of the work. as per drawings and technical specifications

Providing and laying in position cement concrete of spacified grade excluding the cost of centring and shuttering - all work upto plinth leval in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

CWR of 40 KL Capacity.

Supply of all materials, labour, T&P etc and construction of R.C.C. C.W.R. of following capacities ( in kiloliters ) with MS ladder outside and inside of the tank , M.S. M.H. cover with locking arrangement, ,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamal paint, testing,filling water for testing purpose etc. including supply of vertical pipes , specials, and testing of tank, assuming bearing capacity as 8MT/M2

Supply and installation of bucket type chlorinator of 25 liters capacity complete.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) but laid in dry

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size)

Providing and Fixing Displaying Board

Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete At proposed OHT Campus (40 Mtr)

Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil

Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Centering shuttering including struttings, propping etc. and removal of form work

Lean Concrete

Provision of Iron Gate with Pillars of following sizes complete 3.6 m wide

Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil

Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

M.S. work in heavy size such as build up gates doors, frames etc wrought to required from including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing required for proper completion of work

Acrylic smooth exterior paints three coats on pillars

Painting two coats of approved paint over one base (priming coat) on new surface of Gate and Pillars

Centering shuttering including struttings, propping etc. and removal of form work

For CC work

Construction of Following Works for Tapping Source at Taruwa & Tusar Pani Gadhera. (03 Nos)

Supply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide as per type design complete quantity For 03 Nos.

Earth work in excavation by mechanical means / manual means in foundation trenches or drains , bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50 m.

In All kinds of soil(75%)

In ordinary rock(25%)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Coursed rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6(1 cement : 6 coarse sand upto plinth level

20 mm thick plaster 1:3 CM on inner face of chamber

Raised pointing on out side of chamber

80 mm thick PCC in 1:1.5:3 in chamber floor

RCC 1:2:4 in slab

MS work in RCC

40 mm thick PCC 1:2:4 in coping

MH cover 450 x 450 mm with locking arrangement

CI foot steps

Supply and filling of Graded pebbeles media Stone Aggregate (Single size) : 25 mm to 50 mm nominal size

Supply and filling of boulder pitching

Supply and laying 150 mm dia perforated G.I. (M) pipes having 10 mm dia holes 25 mm apart of MS strainer at a gradient of 1 in 50.

50 mm dia GI medium class pipe with plug for washout

Supply and fix 50 mm dia G.M.Gate valve and socket over bye pass pipe.

MS V-notch 900 x 300 size, 3 mm thick

100 mm dia GI medium class pipe with wire net on mouth for overflow

100 mm dia GI both end flanged pipe with blind flange and nut bolts for Bye-pass arrangement during construction of cross wall

Painting of MS work two coats of Black Japan paint over one primer coat

WPC painting on outer exposed surface of approved quality (same area as pointing)

CI grating 300 x 300 at inlet chamber

Supply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide as per type design complete but excess over 3 m wide cross wall quantity For 03 Nos.

Earth work in excavation by mechanical means / manual means in foundation trenches or drains , bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50

In All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level

Supply and filling of Graded pebbeles media Stone Aggregate (Single size) : 25 mm to 50 mm nominal size

Supply and filling of boulder pitching

Supply and laying 150 mm dia perforted G.I. (M) pipes having 100 mm dia holes 25 mm apart of MS strainer at a gradient of 1 in 50.

Same as above item but 50 mm da pipe un -perforted for gadhera bye pass. 50 mm dia

Supply and fixing 50 mm dia G.I.gate valve with plug and socket over bye pass pipe.

Provision for Stream diversion.

Supply of all materials, labour T&P and construction of roughening filter cum collection chamber as per departmental type design complete quantity For 03 Nos.

Earth work in excavation by mechanical means / manual means in foundation trenches or drains , bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50 m

In All kinds of soil

In ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Raised and cut pointing

Supply and filling of Filter media

Stone Aggregate (Single size) : 06 to 15 mm nominal size

Stone Aggregate (Single size) :15 to 25 mm nominal size

Stone Aggregate (Single size) : 25 to 40 mm nominal size

Supply and fixing of MS cover 45x45x5 mm. Side angle,middle angle 30x5 - 6nos. , 600x600 mm. 22 mm gauge steel sheet and arrangement of locking system with all laabour and T&P cartage complete at site Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.assuming '@40kg/sqm

Supply of M.S Intake Chamber of size 40.5cm.x40.5cm.x50cm as per departmental drawing and design quantity for 03 Nos.

Supply of M.S Intake Chamber as per departmental drawing and design for water purpose shall be as below:- M.S. Intake Chamber cum roughening filter cubical type size 40.5cm.x40.5cm.x50cm. fabricated. 12 gauge ( 2.5 mm. thick) M.S. Sheet, having 4 nos. 9" long legs of angle iron size 40 x 40 x 5mm with one number stainless steel grade SS-304 V-Wire Flat Screen having slot size 0.5mm. fixed in the horizontal direction into a cubical box. Screen size shall be 40 x 40 cm. and a slot opening 0.5 mm. and 18% open area shall be flat screen. Welding of G.I Sockets 40 mm. dia at the front side of the cubical box for washout, outlet, overflow connections, and an M.S. Channel of 12 gauge also for the incoming of water at the backside of the cubical box, 2 Nos. handles of 10mm dia. M.S. plain bar including hooks, hinges and locking arrangements, painting with two coats of anti corrosive red oxide paint, etc. complete. All electrically welded joints should be water-tight.

Protection Works

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required or proper completion of the work. as per drawings and technical specifications

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Kishan Nagri Distribution Main

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B')

50 mm dia

80 mm dia

100 mm dia

150 mm dia

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

5.6 mm thick 200 mm dia

Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Mild Steel Water Pressure Relief Valve with flanged. Available size ranges from.

(32 mm to 250 m dia.)

Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.

Replacement and reparing of exsiting pipeline and Valve.

Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B')

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Dismantling of following dia screwed and socketed G.I.Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.)

Dismantling of G.I. pipes.

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Repairing of 50 mm to 150 mm dia GI/MSERW pipe line by Welding. Work including : (i) Earth work in Excavation, (ii) Dewatering of pit manually and cleaning of pipe line as lumpsum @ 1/2 Lab for half day. (iii) Earth filling with ramming 10% extra of excavation. and (iv) Repairing of pipe by 01 welder and 02Helper( Labour). including Labour charge, Material and T&P complete all in respect.

50 mm dia

80 mm dia

100 mm dia

Replacement of existing valves :

C.I. D/F sluice valves confirming to IS: 14846-2000

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : - With F.P.S. bricks.

Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road

Providing and Fixing Ultrasonic Water Flow Meter for Bulk pipelines inline type, flange end with Integral mounted, Flow rate and Totaliser display, Battery operated (with five year battery life) communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete.

200 mm dia

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Shifting of FHTC's from old PVC line to new GI line. FHTC (Functional Household Tap Connection)

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.

Providing of all materials, Carting from site store to site o fwork, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.

15 mm dia GI Pipe

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)/Connection.

Ferrule Connection (Labour cost only)

Cost of Material for ferruling in FHTC per connection as Lump Sum

Vijaypur Distribution Main

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B')

50 mm dia

65 mm dia

80 mm dia

150 mm dia

Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Mild Steel Water Pressure Relief Valve with flanged. Available size ranges from

(32 mm to 250 m dia.)

Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.

Replacement and reparing of exsiting pipeline and Valve.

Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B')

80 mm dia

Dismantling of following dia screwed and socketed G.I.Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.)

Dismantling of G.I. pipes.

80 mm dia

Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.

80 mm dia

Repairing of 50 mm to 150 mm dia GI/MSERW pipe line by Welding. Work including : (i) Earth work in Excavation, (ii) Dewatering of pit manually and cleaning of pipe line as lumpsum @ 1/2 Lab for half day. (iii) Earth filling with ramming 10% extra of excavation. and (iv) Repairing of pipe by 01 welder and 02Helper( Labour). including Labour charge, Material and T&P complete all in respect.

50 mm dia

65 mm dia

80 mm dia

150 mm dia

200 mm dia

Replacement of existing valves :

C.I. D/F sluice valves confirming to IS: 14846-2000

80 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : - With F.P.S. bricks.

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road

Providing and Fixing Ultrasonic Water Flow Meter for Bulk pipelines inline type, flange end with Integral mounted, Flow rate and Totaliser display, Battery operated (with five year battery life) communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete.

150 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : - With F.P.S. bricks.

Shifting of FHTC's from old PVC line to new GI line. FHTC (Functional Household Tap Connection)

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.

Providing of all materials, Carting from site store to site o fwork, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.

15 mm dia GI Pipe

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)/Connection.

Ferrule Connection (Labour cost only)

Cost of Material for ferruling in FHTC per connection as Lump Sum