Improvement of Water Supply Scheme to Vaitheeswarankoil Town Panchayat, Mayiladuthurai Districtunder AMRUT 2.0 Scheme

Amount

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

Pumping Main 150mm DI Class K7

Pumping Main - 02 250mm DI Class K7

Feeder System 150mm DI Class K7

Feeder System 90mm HDPE PN 10

Distribution System 200mm HDPE PN 6

Distribution System 110mm HDPE PN 6

Distribution System 90mm HDPE PN 6

Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete and as directed by Engineer in charge.

Pumping Main 150mm DI Class K7

Pumping Main - 2 250mm DI Class K7

Feeder System 150mm HDPE PN 10

Supplying and conveying to site, the following sizes of HDPE pipes of class PN6 (PE-100) & PN6 (PE-60) confirming to IS:4984/1995, as specified in Technical Specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge

Distribution System 200mm HDPE PN 6

Distribution System 140mm HDPE PN 6

Distribution System 110mm HDPE PN 6

Loweing DI pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers

Pumping Main 150mm DI Class K7

Pumping Main - 2 250mm DI Class K7

Feeder System 150mm DI Class K7

Loweing HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers

Distribution System 200mm HDPE PN 6

Distribution System 110mm HDPE PN 6

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

Pumping Main 150mm DI Class K7

Pumping Main - 2 250mm DI Class K7

Feeder System 150mm DI Class K7

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

Distribution System 200mm HDPE PN 6

Distribution System 110mm HDPE PN 6

Supply , delivery and fixing of DI standard and non standard specials as per IS: 9523/2000 at site etc., complete as directed by Engineer in charge.

Pumping Main 150mm DI Class K7 D/S

Pumping Main - 2 250mm DI Class K7

Feeder System 150mm DI Class K7

Pump For IFW 200 mm DI Specials

Supply, delivery of HDPE Specials As Per IS 1736-1995 including unloading, transportation and stacking charges. Specials for HDPE pipes as per IS 8360/1977/Part 1(Reaffirmed 1992) Part II and III(Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge

Distribution System Equal Tees 200mm HDPE PN 6

Distribution System Equal Tees 110mm HDPE PN 6

Bends - 90 Degree Bend PN 6 200mm HDPE PN 6

Bends - 90 Degree Bend PN 6 110mm HDPE PN 6

Bends - 90 Degree Bend PN 6 90mm HDPE PN 6

End Caps 200mm HDPE PN 6

End Caps 110mm HDPE PN 6

Supply, delivery to site, fixing, & commissioning of CI Scour valve including specials C.I. A/F Tee, PVC Tail Piece, C.I. D/F Pipe, C.I. Sluice Valve, C.I. Double foot Bend, C.I. Semicircular bend, Surface Box, Bolt Nut & Rubber Insertion. etc complete as per specification

Pumping Main 100mm Scour Valve in 150mm DI - 1 No.150 x 150 x100 mm D.I. D/S Branch Flange Tee - 1 No ,100 mm x 2.75 m C.I. D/F- 1 No,100 mm x 0.75 m C.I. D/F Pipe - 2 Nos100 mm Sluice Valve 100 mm C.I. Duck Foot bend - 1 No100 mm x 1.00 m C.I. D/F Pipe - 1 No 100 mm C.I.Semicircular bend - 1 No Bolt , Nut & Rubber insertion - Sheet for D/F joint - 100 mm Tytan Joint for 150 mm

Pumping Main -2 150mm Scour Valve in 250mm DI - 4 No.250x250x150mm D.I. D/S Branch Flange Tee - 1 No 150 mm x 2.75 m C.I. D/F- 1 No 150 mm x 0.75 m C.I. D/F Pipe - 2 Nos 150 mm Sluice Valve 150 mm C.I. Duck Foot bend - 1 No 150 mm x 1.00 m C.I. D/F Pipe - 1 No 150 mm C.I.Semicircular bend - 1 No Bolt , Nut & Rubber insertion - Sheet for D/F joint - 150 mm Tytan Joint for 250 mm

Feeder System 100mm Scour Valve in 150mm DI - 1 No.150 x 150 x100 mm D.I. D/S Branch Flange Tee - 1 No 100 mm x 2.75 m C.I. D/F- 1 No 100 mm x 0.75 m C.I. D/F Pipe - 2 Nos 100 mm Sluice Valve 100 mm C.I. Duck Foot bend - 1 No 100 mm x 1.00 m C.I. D/F Pipe - 1 No 100 mm C.I.Semicircular bend - 1 Nov Bolt , Nut & Rubber insertion - Sheet for D/F joint - 100 mm Tytan Joint for 150 mm

Distribution System 125 mm CI Scour Valve in 200 mm HDPE - 4 No. 200 x 200 x 125 mm C.I. A/F Tee - 1 No 200mm PVC Flanged Tail Piece - 2 Nos 125 mm x 2.75 m C.I. D/F Pipe - 1 No 125 mm x 0.75 m C.I. D/F Pipe - 2 Nos 125 mm CI D/F Sluice Valve -1 No 125 mm C.I. DuckFoot bend - 1 No 125 mm x 1.00 m C.I. D/F Pipe - 1 No 125 mm C.I.Semicircular bend - 1 No Bolt , Nut & Rubber insertion D/F joint - 125 mm - 7 Nos. Bolt , Nut & Rubber insertion D/F joint - 200 mm - 2 Nos.

Distribution System 80mm Scour Valve in 110mm HDPE - 8 No.100 x 100 x 80 mm C.I. A/F Tee - 1 No 110 mm P.V.C. Flanged Tail Piece- 2 Nos 80 mm x 2.75 m C.I. D/F Pipe - 1 No 80 mm x 0.75 m C.I. D/F Pipe - 2 Nos 80 mm CI D/F Sluice Valve -1 No 80 mm C.I. Duck Foot bend - 1 No 80 mm x 1.00 m C.I. D/F Pipe - 1 No 80 mm C.I.Semicircular bend - 1 No Bolt , Nut & Rubber insertion D/F joint - 80 mm - 7 Nos.Bolt , Nut & Rubber insertion D/F joint - 100 mm - 2 Nos.

Supply delivery to site, fixing & Commisioning of kinetic air valve for handling more volumes of air in pumping main, double orifice kinetic air valve confirming to IS 14845 tamper proof design (PN-1) and with 5 years warranty including loading and unloading at site, transporting charges taxes and duties etc., as directed by the engineers of the following sizes.

50mm Double Air Valve

Pumping Main

Pumping Main - 2

Feeder System

Distribution System

Total

Size - 1.00m x1.00mx1.20m

Pumping Main

Pumping Main - 2

Feeder System

Distribution System

Total

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by Department Official.

Pumping Main

Pumping Main - 2

Feeder System

Distribution System

Total

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

Pumping Main

Pumping Main - 2

Feeder System

Distribution System

Total

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

Pumping Main 150mm DI Class K7

Pumping Main - 2 150mm DI Class K7

Feeder System 150mm DI Class K7

Distribution System 200mm HDPE PN 6

Distribution System 110mm HDPE PN 6

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

BT Road

C.C ROAD

Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes

Pumping Main 150mm DI Class K7

Pumping Main - 2 150mm DI Class K7

Feeder System 150mm DI Class K7

Distribution System 200mm HDPE PN 6

Distribution System 110mm HDPE PN 6

Supply, delivery to site, fixing, & commissioning of 200mm Sluice Valve, 200mm Flow Control Valve, 200mm Electromagnetic Flow meter - 10 Nos. 200 mm CI D/F Sluice Valve - 1 No, 200 mm DI D/F Pressure Reducing and Flow Limit Control Valve - 1 No, 200 mm D/F Full Bore Electromagnetic Flow Meter - 1 No, 200 mm x 0.40 m C.I.D/F Pipe-2 Nos, 200 mm x 0.75 m C.I.D/F Pipe-2 Nos, 200 mm PVC Tailpiece with flange - 2 Nos, Bolt , Nut & Rubber insertion - 200mm - 8 Nos,(exluding Valve Pit) At DMA Entry

For 200mm Dia. HDPE Pipe - 2.65m x 1.30m x 1.25m

House Service Conneciton

Providing House service connection with suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around including road cutting, replacement of utilities, providing house service connection, refilling, restoration of roads / drains, testing etc complete with the following materials Data

Cement concrete of mix 1:4:8 (one part of cement four part of crushed stone sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with SS.

Upto 1.5m below GL

Concrete Block for resting Duckfoot Bend in Scour Valve Arrangement

Road Restorestion

0.85LL Sump - 2 Nos

Total

1.5m to 4.5m Below GL

1.50LL OHT

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

Pumping Main

Pumping Main - 2

Feeder System

Distribution System

Road Restorestion

Total

Civil Works

Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B

Depth Upto 2.00 m

hard stiff clay, stiff black cotton soil, hard red earth , shales, murams,gravel, stoney earth and earth mixed with small boulders and hard gravelly soil

0.85LL Sump - 2 Nos

1.50LL OHT

Pump Room -6m x 4m - 2 nos

Infiltration Well - 2 Nos

total

Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting 1.50LL OHT

Second Depth 2.00m - 3.00m Medium Rock and Dense Medium Rock not requiring 1.50LL OHT

Supplying and filling in foundation and basement with Crushed Stone Sand Stone Dust) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

0.85LL Sump - 2 Nos

1.50LL OHT

Pump Room -6m x 4m - 2 nos

Infiltration Well - 2 Nos

Total

Providing and Iaying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20 mm and down graded hard broken granite, stone jelly for all RCC items of works with minimum cement content of 400 kg/m³ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 m³) 7730 Kg. of 20 mm machine crushed stone jelly and with about (3.3 m³) 5156 kg. of 10 - 12 mm machine crushed stone jelly and with about (4.79 m³) 7670 Kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards.

Beyond 1.5m below GL

1.50LL OHT

Pump Room -6m x 4m - 2 nos

Total

Below GL & Upto 1.5 m

0.85LL Sump - 2 Nos

1.50LL OHT

Pump Room -6m x 4m - 2 nos

Infiltration Well - 2 Nos

Total

Above GL upto 4.50 m Height

0.85LL Sump - 2 Nos

1.50LL OHT

Pump Room -6m x 4m - 2 nos

Total

Above 4.50 m to 7.32 m ht , From GL

1.50LL OHT

Pump Room -6m x 4m - 2 nos

Total

Above 7.32m to 10.98m ht , GL

1.50LL OHT

Above 10.98m to 14.64 m ht , From GL

1.50LL OHT

Above 14.64m ht.to 18.30 m ht

1.50LL OHT

Above 18.30m to 21.96m ht, from GL

1.50LL OHT

Providing steel centering for plain surfaces including strutting upto 3.29 metre high using MS sheets, 10 gauge thick of size 90 cm x 60 cm, stiffened with Ms angles of size 25 mm x 25 mm x 3 mm laid over silver oak joists of size 10 cm x 6.5 cm spaced at 90 cm c/c and supported by caserne props of 10 cm to 13 cm diametre spaced at 75 cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complying with standard specification and as directed by the Engineer.

PLAIN SURFACE

Up to 3.30m below GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

Up to 3.30m Above GL

Infiltration Well - 2 Nos.

0.85LL Sump - 2Nos

1.50LL OHT

Total

3.30 - 4.30m above GL

1.50LL OHT

Total

4.30 - 5.30m above GL

Pump Room - 6m x 4m - 2 Nos.

6.30 - 7.30m above GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

10.30 - 11.30m above GL

1.50LL OHT

Total

15.30 - 16.30m above GL

1.50LL OHT

Total

SQUARE COLUMN SURFACE

Up to 3.30m above GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

3.30 - 4.30m above GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

4.30 - 5.30m above GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

5.30 - 6.30m above GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

6.30 - 7.30m above GL

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

7.30 - 8.30m above GL

1.50LL OHT

Total

8.30 - 9.30m above GL

1.50LL OHT

Total

9.30 - 10.30m above GL

1.50LL OHT

Total

10.30 - 11.30m above GL

1.50LL OHT

Total

11.30 - 12.30m above GL

1.50LL OHT

Total

12.30 - 13.30m above GL

1.50LL OHT

Total

13.30 - 14.30m above GL

1.50LL OHT

Total

14.30 - 15.30m above GL

1.50LL OHT

Total

CIRCULAR COLUMN SURFACE

Up to 3.30m above GL

0.85LL Sump - 2Nos

1.50LL OHT

Total

3.30 - 4.30m above GL

1.50LL OHT

Total

4.30 - 5.30m above GL

1.50LL OHT

Total

5.30 - 6.30m above GL

1.50LL OHT

Total

6.30 - 7.30m above GL

1.50LL OHT

Total

7.30 - 8.30m above GL

1.50LL OHT

Total

8.30 - 9.30m above GL

1.50LL OHT

Total

9.30 - 10.30m above GL

1.50LL OHT

Total

10.30 - 11.30m above GL

1.50LL OHT

Total

11.30 - 12.30m above GL

1.50LL OHT

Total

12.30 - 13.30m above GL

1.50LL OHT

Total

13.30 - 14.30m above GL

1.50LL OHT

Total

14.30 - 15.30m above GL

1.50LL OHT

Total

CURVED SURFACE

Up to 3.30m above GL

Infiltration Well - 2 Nos.

0.85LL Sump - 2Nos

1.50LL OHT

Total

3.30 - 4.30m above GL

1.50LL OHT

Total

14.30 - 15.30m above GL

1.50LL OHT

Total

15.30 - 16.30m above GL

1.50LL OHT

Total

Supplying, fabricating & placing in position of Steel Reinforcement using mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position & binding with binding wire and all labour charges for cutting, bending, tying & placing in position etc.

0.85LL Sump - 2Nos

Infiltration Well - 2 Nos.

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

Brick work in CM 1:5 (one cement and five sand) using country bricks for steining of 45 cm thick for infiltration well including ,curing, etc., complete and as directed by Department Officers.

Height Upto 4.50m

Height Upto 4.50m

Infiltration Well - 2 Nos.

Total

Height Upto 4.50m - 9.00m.

Pump Room - 6m x 4m - 2 Nos.

Total

Ceiling plastering and finishing all RCC exposed surface such as RCC slabs, sunshade canopies, stair case steps, landing slab, etc. with cement mortar 1:3 (one part of cement three part of plastering sand) 10 mm thick including packing the surface and provided necessary cement mortar nosing, headings as per the size specification wherever necessary using the same mix as directed by the departmental officers etc. complete complying with standard specification.

Plastering in cement mortar 1:3 mix (one part of cement and three part of plastering sand) 20 mm thick finishing including cost and conveyance of all materials and labour charges for curing and all other incidental charges etc., complete complying with standard specification.

Painting two coats with ready mixed plastic emulsion paints of first class quality and of approved colour over a priming coat including through scrabing clean removal of dirt etc, complete and including cost of necessary plaster of paris, putty, brushes, wherever required and all labour charges, scaffolding charges etc complete as per standard specification and as directed by the department officers.

Sump 85000 lit Cap 2 Nos

Infilterationwell 2 Nos

1.50LL OHT

Pump Room - 6m x 4m - 2 Nos.

Total

Weathering Course with Concrete Broken Brick Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete.-10 cum

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

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. Pump Room - 6m x 4m - 2 Nos.

Fully panelled Double leaf - Window (without Ventilator) - 1.20 m x 0.90 m

Supplying and erecting pull and push type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc., Pump Room - 6m x 4m - 2 Nos.

ROLLING SHUTTERS (WITH ISI MONOGRAM)

Manually operated (up to 8 m2 area)

Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete.

0.85LL Sump - 2Nos

1.50LL OHT

Total

Supply and fixing in position of enamel water level indicator with all accessories of approved pattern and design etc., complete as per standard specifications and as directed by Engineer-in-charge 1.50LL OHT

Labour charges for painting TWAD Board Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables etc., complete and as directed by TWAD Board Officers.

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

0.85LL Sump - 2Nos

1.50LL OHT

Total

Supplying and fixing in position of RCC M30 inside access ladder of following size using 20mm size HBS jelly including cost of all materials, centring, shuttering,strutting, fabrication and placing in position of reinforcement, finishing, curing etc. complete and as directed by Department Officers.

0.85LL Sump - 2Nos

1.50LL OHT

Total

Construction of RCC spiral staircase in RCC M30 using 20 mm HBGS of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing M30 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. 1.50LL OHT

Providing and fixing of M30 Grade Concrete for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete 0.30m dia 1.50LL OHT

Supplying and fixing of M30 Grade Concrete using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing etc complete 1.50LL OHT

Providing pipe connection by lifting pipes and specials in vertical direction and placing the same for required alignment including lifting the pipes and specials in various heights of inlet, outlet, overflow and scour including earthwork excavation conveying the pipe and specials into the trenches, laying to proper grade and alignment cutting, threading and jointing with jointing materials with required specification including labour charges and supply of valves pipes, specials MS Clamps to fix the pipes with the columns including all taxes duties and connected charges etc. complete and taxes duties and connected charges etc. complete and as directed by Engineer in charge.

Inlet Arrangement 1.50LL OHT

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Vertical laying up to 2m ht. from G.L.

Vertical laying from 2m to 4m.

Vertical laying from 4m to 6m

Vertical laying from 6m to 8m

Vertical laying from 8m to 10m

Vertical laying from 10m to 12

Vertical laying12,m 14m

Vertical laying14m 16m

Vertical laying16m 18m

Supply and delivery of 100 CI Pipe for plumbing 2m - 19.55m (

100 mm CI D/F SLUICE VALVE - 1 No

100 mm CI Specials (

Jointing the C.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.

Outlet Arrangement 1.50LL OHT

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Vertical laying up to 2m ht. from G.L.

Vertical laying from 2m to 4m.

Vertical laying from 4m to 6m

Vertical laying from 6m to 8m

Vertical laying from 8m to 10m

Vertical laying from 10m to 12

Vertical laying12,m 14m

Vertical laying14m 16m

Vertical laying16m 18m

Supply and delivery of 100 CI Pipe for plumbing 2m - 19.55m (

100 mm CI D/F SLUICE VALVE - 1 No

100 mm CI Specials (

Jointing the C.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.

Scour Arrangement

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Vertical laying up to 2m ht. from G.L.

Vertical laying from 2m to 4m.

Vertical laying from 4m to 6m

Vertical laying from 6m to 8m

Vertical laying from 8m to 10m

Vertical laying from 10m to 12

Vertical laying12,m 14m

Vertical laying14m 16m

Vertical laying16m 18m

Supply and delivery of 100 CI Pipe for plumbing 2m - 19.55m (

100 mm CI D/F SLUICE VALVE - 1 No

100 mm CI Specials (

Jointing the C.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.

Overflow Arrangement

Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection

Vertical laying up to 2m ht. from G.L.

Vertical laying from 2m to 4m.

Vertical laying from 4m to 6m

Vertical laying from 6m to 8m

Vertical laying from 8m to 10m

Vertical laying from 10m to 12

Vertical laying12,m 14m

Vertical laying14m 16m

Vertical laying16m 18m

Supply and delivery of 100 CI Pipe for plumbing 2m - 19.55m (

100 mm CI D/F SLUICE VALVE - 1 No

100 mm CI Specials (

Jointing the C.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.

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

0.85LL Sump - 2Nos

1.50LL OHT

Pump Room - 6.00m x 4.00m - 2 Nos.

Total

Supply and fixing of GI cowls for 1.00LL Sump

Supplying and fixing MS ladder out side the 1.00LL sump

Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation.

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

Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415V +/- 10 %, 50 HZ +/- 5% supply , TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors. (SOR 22-23, P.No. 112, Item No. 1)

Supply and delivery of DI electric Capacitor 10 KVAR for 12.50 HP motor - At Sump - Head Works KVAR with TNEB test certificate with acceessories confirm to IS 2834 and rate is inclusive of banking charges such as providing of copper bus bars with provision of adding at least 2 capacitors at later date, cable entry box , fabricating chargese. The rates are basic rates with inclusive of handling charges

PANEL BOARD

Supply and delivery of floor mounting cubical type vermin and dust proof powder coated M.V. panel board made of 14 SWG MS sheet & MS angle iron frame work with enclosed 4 Nos of Aluminium bus bar of Electrolyte grade E.91,PVC sleeved of suitable size for phase and netural with hinged front door and railway type lock and key arrangements.The bus bar shall be of ample current carrying capacity with all interal wiring as per IE rules and as per IS 8633 and as per safty requirements of CEIG. The desgin of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all interal wiring including necessary twin copper earthing arrangements and consists of the componets for controlling incoming and out going supply ; rate inclusive of fabrication charges

INCOMING i)250 Amps, 3 phase 4pole MCCB with over /under voltage release and short circut release to control the incoming supply to the bus bar in the cubical board from the E.B.supply point. - (1 No Spare)

ii)Multi Functions Meters - Flush type for M V Panel Board - LED type, CT/PT, Voltage, Current, Frequency, Kilowatt, Kilo Volt Ampere, KVAR , KVAH, Run Hours, unbalance(V,A), Rpm, Phase angles, Thd - Class 0.5 With RS 485 Port

Outgoing

i)200 Amp 3phase MCCB ,TPN for controlling ATS starter for HSC pumpset (1 no stand by)

iI) 50 Amp 3 phase3P MCCB to control the capacitor for HSC pumpset ( 1 NO spare)

iii) 32 Amp 3Phase MCCB for controlling the lighting load of the pumproom

iv) RYB & ON/OFF indicating lamps with control switch

For Sump - Head Works

Total

Supply and delivery of wall mounted cubical type EB meter Box of required size with 3 compartments made of 14 SWG MS sheet, Aerial Board, fuse carrier-6Nos, CT for energy meter with copper bus bars,necessary clamps and other allied works to avail the EB power supply for pump room.......1set.

150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board)

For Sump - Head Works

For Infiltration Well

Total

a)Supply and delivery of heavy duty 1.1 KV grade 3 x 50sq.mm-armoured aluminium conductor XLPE insulated pvc sheathed cable as per IS 7098 (Part I) to be laid in from ATS starter to motor for 50 HP HSC pumpset

b) Laying the above cable as per IE rules inside the pumproom

c)Jointing of the above L.T. cables 3 core 1.1 KV grade Armoured Aluminium conductor cable confirming to IS1554 Part I with ISI marking including jointing materials lugs,clamps,etc.,

a)Supply and delivery of heavy duty 11 KV grade 3 x 16 sq.mm-armoured aluminium conductor XLPE insulated pvc sheathed cable as per IS 7098 (Part I) to be laid in from M.V. panel to 18 KVAR capacitor

b) Laying the above cable as per IE rules inside the pumproom

c)Jointing of the above L.T. cables 3core 1.1 KV grade Armoured Aluminium conductor cable confirming to IS1554 Part I with ISI marking including jointing materials lugs,clamps,etc.,

Supply, Delivery and Fixing of the following items for obtaining Service Connection from E.B.Pole.

150 mm GI SERVICE PIPE to a length of 3m

For Sump - Head Works

Total

150mm GI bend-3Nos

For Sump - Head Works

Total

150mm GI Coupling-3Nos

For Sump - Head Works

Total

Wiring with 2 x 1.5 sq.mm. (22 / 0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable heavy gauge MS conduit pipe on wall and ceiling with MS accessories with MS switch Box and 5A FT switch with painting of suitable colour continuous earth wire connection of 14 SWG TC wire for light point / fan point (for electronic regulator) SD1 For Sump - Head Works

Supply and fixing LED INDOOR FITTINGS (LIGHT EMITTING DIODE) 24W LED 4000K 2 x 2 Square Type Recessed Fitting (vide page For Sump - Head Works

Supply and fixing LED OUTDOOR FITTINGS (LIGHT EMITTING DIODE) 30W LED Street Light Fitting For Sump - Head Works

Supply and fixing 16 amps.3 pin flush type wall socket only.-3No For Sump - Head Works

Supply and delivery of safety appliances as detailed below Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder -2Nos, Electrical quality 6mm thick rubber mat - 6 Nos, 5 kg capacity ISI marked Dry chemical powder fire extinguisher - 2 Nos, 5 kg capacity ISI marked Dry chemical powder fire extinguisher - 2 Nos, Fire Bucket-3 Nos Hooked to MS stand -1 No, Fire Bucket-3 Nos Hooked to MS stand -1 No, Laminated shock treatment chart - 2 NO, Wooden First Aid Box -1 no

Providing the following tools mounted on Teak wood Board to be fixed on the wall and in a teak wood box Connector Screw Driver 901 Taparia Make or equivalent - 1No 200mm Screw Driver 825 Taparia Make or equivalent -1No, 200mm Cutting Plier Taparia Make or equivalent -1No, 800gm Ball Pane Hammer with Handle Taparia Make -1No, DE Spanner set 6 to 32 Jhalani Make or equivalent For Sump - Head Works

Twin GI Earthing as per IS 3043/1987 and I.E. rules including Earth pit (2 pits) with RCC slab and other civil works complete (upto 25 HP)

Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities.

Supply and delivery of 300 mm sluice valve - for 300mm main CI D/F sluice valve with cap wheel as pe IS 14846/2000 PN 1.0 with ISI marking . The rates are inclusive of transportation charges, etc.,

Supply and delivery of 300mm Non return valve - for 300mm main CI D/F (outdoor use) Single Door/ Multi Door Non return valve conforming to IS 5312/2003(part I & II) to be fixed after Water meter/ Flow recorder on pumping main near Pump house with dash pot arrangement for 90% fast closing & 10% slow closing.

Supply and delivery of following CI pipe and spls. IS 1538/1993 , IS 7181/1986 & IS 1537/1996

Delivery pipe

upto 200mm

For Sump - Head Works

Total

upto 300mm

For Sump - Head Works

Total

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specification with M.S. bolts and nuts complete (including cost of jointing materials)

For Sump - Head Works

Total

For Sump - Head Works

At Infiltration Well

Total

For Sump - Head Works

Total

At Infiltration Well

Total

Supply and run of 4 x 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V on 7 / 20 GI bearer wire for service connection mains (SD68)

Sinking of infiltration well of 6.00 m internal dia below water level including all incidental charges using special tools and plants such as air compressor, helmet etc., complete including bailing out water below pilasters level

Infiltration well 2 Nos Ist Depth

Infiltration well 2 Nos IInd Depth

Infiltration well 2 Nos IIIrd Depth

Infiltration well 2 Nos IVth Depth

Infiltration well 2 Nos vth Depth

Porous Concrete CC 1:4 (one cement ,four hard broken granite jelly of size 20mm) for steining of infiltration well excluding cost of centering but including curing etc complete and as directed by the Department Officers

Plastering inside of well steining by CM 1:5 (One cement and four sand ) 12mm thick including curing etc., complete and as directed by Department Officers.

Plastering outside of well steining by CM 1:5 (One cement and fivesand ) 20 mm thick including curing etc.,complete and as directed by Department officers

Supply, delivery and fixing in position 50mm thick FRC manhole cover slab of size 0.60x0.60m with necessary reinforcement and MS angle of size 50mmx50mm x 12.5mm thick fixed alround the edges of the slab complete and as directed by the Department Officers.

Supply, delivery and fixing of PVC moulded CI steps in position at 30 cm center to center in zig zag manner and as directed by the Department officers.

Providing GI ventilating arrangement of size 0.10m and as directed by the Department Officers

Labour charges for putting bore holes of size 3" to 4" in river bed in sandy and other loose soils using hand boring sets including the cost of hire charges, conveyance charges of hand boring sets, and complete as directed by Department Officers.

Providing for cutting edge using 12G MS sheets including the cost of fabrication welding and placing in position in the curb including supply of the MS sheet with necessary holding rod of 20mm dia.

Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities.At Infiltration Well - 12.50 HP Pumpset

Supplying Ductile Iron D/F pipes coforming to IS 8329:2000 with latest amendments and conveying to work site, rolling and laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes & specials excluding cost of specials and required to fixing of various valves, bulk flow meter on the line , jointing with flanged end to ends with rubber gaskets. jacking and fixing in perfect conditions and giving necessary hydraulic test to the required pressure as per ISS with all lead and lift including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing)

AT IFW - 350mm dia DI K10 D/F Pipe (5mtr Length)

AT IFW - 200mm dia DI K10 D/F Pipe (5mtr Length)

DI D/F GATE VALVES Supply and delivery of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163- 89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years complete and as directed by the Department Officers.At Infiltration Well

Supply, delivery and erection of DI D/F stanted seat swing Check Valve. Body of ductile cast iron GGG40/45/50 or equivalent grade and disc of ductile cast iron GGG 40/45/50 with fully encapsulated EPDM rubber, where both faces can be used. Electrostatic epoxy powder / liquid coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 250 microns. The EPDM rubber & Epoxy powder should be approved by W270. (EP-P) it is a resi-coat powder approved for drinking water application. applied through fusion bonding process by dipping the shot blasted casted componebts heated up to 200 deg C. Face to face dimensions as per EN558-1, series 48 and flange connections as per EN 1092-2/IS1538. complete and as directed by the Department Officers.

Abbundu Interiors & Construction