KATTUMANNARKOIL TOWN PANCHAYAT CUDDALORE DISTRICT AMRUT 2.0

Amount

First depth of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting and as directed by TWAD Board Officers

First depth of 2m in Medium rock, and Dense Medium Rock not requiring Blasting etc., and as directed by TWAD BOARD Officers.

in Medium rock, and Dense Medium Rock not requiring Blasting etc., and as directed by TWAD BOARD Officers. Second depth of 2-3m Second depth of 2-3m

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 For SR, Pump room and Compound wall in hard stiff clay, black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with 50% fair sized boulders etc.,

Second depth of 2-3m

in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting and as directed by TWAD Board Officers Second depth of 2-3m

Filling with Stone Dust of approved quarry complying with standard specification including watering ramming and consolidation etc., complete and as directed by Field Officers.

Plain Cement concrete 1:4:8 (one cement, four M-sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating, finishing etc. complete. Beyond 1.50m to 4.50m below GL Upto 1.50m

Beyond 1.50m to 4.50m below GL

Brick Work in Cement Mortor 1:5 Mix (one cement, five M- Sand ) using new best country Bricks of size 8 ¾” x 4 ¼” x 2 ¾” from approved quarry including cost and conveyance of all materials to site. loading and unloading charges and labour charges for mixing, laying and curing etc. complete. complying with std. specifications.Above GL upto 4.50 m:

Providing Reinforcement Cement concrete 1:1½:3 (One cement one point five sand and three aggregates) mix using 20mm gauge hard granite broken stone jelly in all RCC works connected to the work excluding shuttering , Centering and cost of Reinforcement grills but including cost and conveyance of all materials and labour charges etc., complete as per standard specification Below G.L upto 1.50m depth

Above G.L upto 4.50m height

Providing and laying in position, Standardised Concrete Mix M-25 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 content of 350 kg/mᶾ and maximum water cement ratio of 0.50, 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 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 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. (No separate payment will be made by the Department for the excess usage of materials). Beyond 1.50m to 4.50m below GL

Below G.L upto 1.50m depth

Above G.L upto 4.50m height

Above 4.50m to 7.32m ht., from G.L

Above 7.32m to 10.98m ht., from G.L

Above 10.98m to 14.64m ht., from G.L

Above GL 0 to 4.50 m

Above GL 0 to 1.50 m

Below GL 0 to 1.50 m Depth

Below GL 1.5 to 4.50 m Depth

Below GL 4.5 to 9.0 m Depth

Above 14.64m ht., to 18.30m ht.,

Above 18.30 m to 21.96m ht., from G.L

1st Depth of 2m

2nd Depth of 2m

3rd Depth of 2m

4th Depth of 2m

5th Depth of 2m

Below GL 1.5 to 4.50 m Depth

Below GL 4.5 to 9.0 m Depth

Upto 3.30m ht.,

From 3.30m to 4.30m ht.

From 7.30m to 8.30m ht.,

From 11.30m ht., to 12.30m ht.

From 15.30m to 16.30m ht.

upto 3.30m ht.

From 3.30m to 4.30m ht.

From 4.30m to 5.30m ht.,

From 5.30m to 6.30m ht.,

From 6.30m to 7.30m ht.,

From 7.30m ht., to 8.30m ht.

From 8.30m ht., to 9.30m ht.,

From 9.30m ht. to 10.30m ht.

From 10.30m ht. to 11.30m ht.

From 11.30m ht., to 12.30m ht.

From 12.30m ht., to 13.30m ht.

From 13.30m ht., to 14.30m ht.

From 14.30m ht., to 15.30m ht.

From 15.30m to 16.30m ht.

upto 3.30m ht.

From 3.30m to 4.30m ht.,

From 4.30m to 5.30m ht.,

From 5.30m to 6.30m ht.,

From 6.30m to 7.30m ht.,

From 7.30m to 8.30m ht.,

From 8.30m ht., to 9.30m ht.,

From 9.30m ht. to 10.30m ht.

From 10.30m ht. to 11.30m ht.

From 11.30m ht., to 12.30m ht.,

From 12.30m ht., to 13.30m ht.,

From 13.30m ht., to 14.30m ht.,

From 14.30m ht., to 15.30m ht.,

From 15.3 m to 16.3m ht

Upto 0-3.30 m

Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer-in-charge.

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

Collection Supply & Fixing of Cut Stone Pillar of size 0.15x0.15x2.10 at 3.00 c/c including cost of earth work to a fit of size 0.30x0.30x0.45 fixing the Cut stone pillar in the position and filling the fit with C C 1:4:8 etc., Complet. As per Std Specifications.

Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter 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 1:1.5:3 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. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.

Supplying and fixing of RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) 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

Supply, delivery and fixing in position of SFRC manhole of size 0.60 m x 0.60 m including locking arrangement, cost of materials etc. complete and as directed by the Depart. officers.

Supply delivery and fixing of CI steps in position at 30cm centre to centre in staggered manner and as directed by departmental officers.

Providing for cutting edge using 12G MS sheets including the cost of fabricating welding and placing in position in the curb including supply of the MS sheet.

Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the Board officers. Well curb triangular portion including all cost and conveyance of materials to site and all Labour charges etc, complete. (10 mm Stone)

Plastering with CM 1:5 ,12mm thick for outside walls complying with standard specification and as directed by the Departmental Officers.

Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officers.

Ellis Pattern flooring with 20mm thick in Cement Concrete 1:2:4 Mix using 3 to 10 mm Stone Jelly Chips and top surfaces rended smooth in Cement ( no sand to be used ) complete in accordance with the specification and as directed by the Departmental Officers.

Weathering course with concrete broken brick jelly of 20mm size in pure slaked lime (No sand to be used) over roof slab the proportion of brick jelly to lime being 32:12.5 for required depth of 80mm for giving required slope and thickness to roof as required

Finishing the top of roof with one course of machine pressed tiles 23 C.m x 23 C.m x 2 C.m size using cement mortor 1:3 mix mixed with 2% by weight of Crude Oil and pointing with Cement Mortor 1:3 mix Cost of all materials and labour charges and brick jelly concrete

Fully panelled double leaf Door - D - 1.00 m x 2.00m

Fully panelled double leaf window W1 - 1.20 x 0.90m

Fully panelled single leaf Ventilator - V -0.45 m x 0.60 m

Supplying,fabricating and fixing of MS Grills Gate (5.00 mx 1.80 m) with one Coat of Red Oxide with primer including all costs such as welding, grinding, fabrication charges cost and Conveyance at all materials to site etc. complete as per Standard Specification.

Supplying and fixing in position of RCC (1:1.5:3) in side access lader 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 Town Panchayat Officers (3.95 m Height)

Supply,delivery and fixing of MS ladder out side the sump of following width and length made out of 50 x 50 x 6mm MS angle for size and steps in 16mm MS plain rods at 30cm C/C providing with suitable side support MS clamps,locking arrangements with one red oxide as primer, bottom anchorage by CC 1:4:8 and fixing the ladder on top of the sump roof slab including cost of all materials, labour charges etc., and as directed by Officers. Painting etc. complete. - 2.5 m ht

Providing and fixing of RCC 1:1.5:3 (one cement, one and half sand and three course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete 0.30m dia

Painting two coats with Ready Mixed Enamel Paint in MS Grill gate (5 mx 1.80) two sleeves over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all Grill Works.

Painting the Emblem and writing the slogon in accordance with size and specifications as approved by the Departmental Officers with approved colour and quality of paint on the exterior surface of Service Reservoir complete etc., and as directed by Departmental Officers.

Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by TWAD Board Officers.

Construction of Sluice valve (100 mm)Earth work, C.C.1:4:8, Brick work in CM 1:5, Plastring in C.M 1:3 with 12 mm Thick, RCC1:1/2:3, Cut stone, Steel and Labour for fixing etc., of size 1.2 m x 1 m x 1.2 m

Construction of Scour valve (100mm) pit :Earth work, C.C.1:4:8, Brick work in CM 1:5, Plastring in C.M 1:3 with 12 mm Thick, RCC1:1/2:3, Cut stone, Steel and Labour for fixing etc., of size 1.2 m x 1 m x 1.2 m

Construction of Sluice valve (200 mm)Earth work, C.C.1:4:8, Brick work in CM 1:5, Plastring in C.M 1:3 with 12 mm Thick, RCC1:1/2:3, Cut stone, Steel and Labour for fixing etc., of size 1.6 m x 1.1 m x 1.4 m

Construction of Scour valve (150mm) pit :Earth work, C.C.1:4:8, Brick work in CM 1:5, Plastring in C.M 1:3 with 12 mm Thick, RCC1:1/2:3, Cut stone, Steel and Labour for fixing etc., of size 1.2 m x 1 m x 1.2 m

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

Vertical laying18m 20 m

Roof level

Ground level

100 mm CI D/F Pipe

100 mm CI D/F SLUICE VALVE

100 mm CI 90 DEG D/F BEND

100 mm CI DUCKFOOT FLANGED BEND

150 CI D/F Pipe

150 mm CI D/F SLUICE VALVE

150 mm CI Flanged socket

150 mm CI DUCKFOOT FLANGED BEND

150 mm CI 90 DEG D/F BEND

200 CI D/F Pipe

200 mm CI D/F SLUICE VALVE

200 mm CI Flanged socket

200 mm CI DUCKFOOT FLANGED BEND

200 mm CI 90 DEG D/F BEND

100mm CI D/F

150mm CI D/F

200mm CI D/F

565 LPM x 25 M - 5 HP Head for 6 Proposed Wells

565 LPM x 25 M - 5 HP Head for 6 Proposed Wells

565 LPM x 25 M - 5 HP Head for 6 Proposed Wells

Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments,complete, as directed by Town Panchayat Officers. - 5 HP installation.(UPTO 25 hp).

Supply and delivery of L.T. Cables 50 sq.mm - 3.5 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officersto be laid between Supply point and Distribution Box.

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 50 sq.mm.

Jointing of L.T.Cables - 50 sq.mm - 3.5 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

565 LPM x 25 M - 5 HP Head for 6 Proposed Wells

Supply and Delivery of Horizontal Three Phase Distribution Board with MCBS 4 way / 6 way / 8 way / 12 way TPMCB sheet steel distribution boards Flush type / Surface type fitted with Bus bars and Neutral links with single/ three phase MCB outgoings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / Isolator and another separate 4 way provision for accommodating one No. 4 pole ELCB / RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm. complete with Metal door cover with IP 42 protection as directed by TWAD Board Officers - Legrand (MDS)/ HAGER (L&T) - 4 ways 3 Phase DB .

63 Amps 3 phase 500 Volt 4 pole to the pumpset 611 LPM X 11 M head

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

565 LPM x 25 M - 5 HP Head for 6 Proposed Wells

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,

100 mm DI D/F Gate Valve - 2 Nos

100 mm DI D/F Non - Return Valve - 2 Nos

100 mm DI.D/F 90 DEG BEND - 1 No

100 mm X 100 mm X 100 mm DI.A/F TEE - 1 Nos

100 mm to 150 mm DI. D/F Enlarger - 1 No.

100 x 0.30 m DI. D/F pipe - 1 No.

100 x1 m DI. D/F pipe - 1 No.

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. - 100 mm

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 mm

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. 3050 LPM x 40 M Head - 35 HP

3050 LPM x 40 M Head - 35 HP

Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components, under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc. 3050 LPM x 40 M Head - 35 HP

Supply and delivery of Mixed DI Electric capacitor with TNEB Test certificate with accessories inclusive of Banking charges, such as providing of copper bus bars with provision for adding atleast 2 capacitors at later date, cable entry box, fabricating charges etc. complete. confirming to IS 2834,complete as directed by Town Panchayat Officers. 3050 LPM x 40 M Head - 35 HP

Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments,complete, as directed by Town Panchayat Officers. ABOVE 25 - 60 HP

Supply and delivery of L.T. Cables 70 sq.mm - 3.5 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officersto be laid between Supply point and Distribution Box.

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 70 sq.mm.

Jointing of L.T.Cables - 70 sq.mm - 3.5 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers. panel board to Starter

Supply and delivery of L.T. Cables 70 sq.mm - 3.5 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officersto be laid between Supply panal board to Starter. panel board to Starter

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 70 sq.mm.

Jointing of L.T.Cables - 70 sq.mm - 3.5 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

Supply and delivery of L.T. Cables 70 sq.mm - 3 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officers to be supplied between Starter to squirrel cage Induction motor .

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 70 sq.mm.

Jointing of L.T.Cables - 70 sq.mm - 3 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

Supply and delivery of L.T. Cables 4 sq.mm - 3 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officers to be supplied between Panal to Vacuum Pumpset.

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 4 sq.mm.

Jointing of L.T.Cables - 4 sq.mm - 3 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

Supply and delivery of L.T. Cables 16 sq.mm - 3 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officers to be supplied between panal board to Capacitor bank.

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 4 sq.mm.

Jointing of L.T.Cables - 16 sq.mm - 3 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

Supply and delivery of L.T. Cables 4 sq.mm - 3 core -1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officers to be supplied between Panal Board to lighting point.

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers. - 4 sq.mm.

Jointing of L.T.Cables - 4 sq.mm - 3 core - 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days complete and as directed by Town Panchayat Officers. 3050 LPM x 40 M Head - 35 HP

Supply and delivery of floor mounting type weather, vermin and dust proof powder coated M.V. cubical panel board of 14 SWG M.S. Sheet and MS angle iron frame work with enclosed copper busbar 4 Nos. of required current carrying capacity with all internal wiring as per I.E. Rules,. The design of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all internal wiring including necessary twin copper earthing arrangements and consists of the components for controlling incoming and outgoing supply, complete and as directed by Town panchayat Officers. 1 No 250 Amps MCCB 4 Pole to control the incoming load from EB supply to Panel Board

1 Nos.250 Amps MCCB - 3 Pole to control outgoing supply to the pumpset head with interlocking

1 No 63 Amps MCB to control outgoing supply to Vaccuum Pumpset

1 No 63 Amps MCB to control outgoing supply to capacitor bank

1 No 63 Amps MCB to control outgoing supply to lighting load

1 No 250 Amps MCCB 4 Pole as spare

1 No 250 Amps MCCB 3 Pole as spare

Supply and delivery of Change over switches (GEM /HAVELLS / HPL/ STANDARD /EQUIVALENT) complete and as diected by Town Panchayat Officers. 400 Amps 3 phase 500 Volt 4 pole to the pumpset

Wiring with 1.5sq.mm(22/0.3) PVC INSULATED SINGLE CORE MULTI STRAND FIRE RETARDANT FLEXIBLE COPPER CABLE WITH ISI MARK CONFORMING TO IS

Supply and Delivery of BOX TYPE SINGLE FLUORESCENT FITTING WITH COPPER CHOKE AND CONDENSOR COMPLETE WITH ISI MARK- 4 Ft. 40 Watts Box type with Ballast (Philips/Crompton / Wipro / Equivalent) complete and as directed by Town Panchayat Officers.

Supply and Delivery of FLUORESCENT TUBULAR LAMPS WITH ISI MARK - Cool Day light 4 Ft. 40 Watts complete and as directed by Town Panchayat Officers.

Supply and Delivery of Plug and Sockets- 5 Amps /15 amps.3 pin flush type wall socket only, complete and as directed by Town Panchayat Officers.

Supply and Delivery of Plug and Sockets- 15 Amps 3 pin Top, complete and as directed by Town Panchayat Officers.

Rechargeable Emergency lamp( 600mm fluorescent lamp) complete and as directed by Town Panchayat Officers.

Supply and Delivery of Led outdoor fittings - 48 Watts LED Focus light with LED fittings, complete and as directed by TWAD Board Officers.

Supply and Delivery of 48" Celling Fan 5 star (without Requlator).

DE Spanner set 6 to 32 Jhalani Make or equivalent- 1 set

Rings spanner set 6 to 32 Jhalani Make or equivalent - 1 set

200mm Screw Driver 825 Taparia Make or equivalent - 1 set

300mm Screw Driver 829 Taparia Make or equivalent - 1 set

800gm Ball Pane Hammer with Handle Taparia Make - 1 set

Pipe Wrench 14” Jhalani Make or equivalent - 1 set

Pipe Wrench 24” Jhalani Make or equivalent - 1 set

6” Chain wrench best India make or equivalent - 1 set

Electrical quality 6mm thick rubber mat - 1 no.

Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder - 1 pair

Wooden First Aid Box - 1 no.

Laminated shock treatment chart - 1 no.

Fire Bucket-3 Nos Hooked to MS stand - 1 set

5 kg capacity ISI marked Dry chemical powder fire extinguisher - 1 no.

Supply and delivery of LT/LTCT METERING BOX as per IE rules and TANGEDCO norms-Up to 50HP/37 KW (which includes LT meter panel board, 6 Nos. suitable fuse carriers).

Supply and delivery of 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) complete as directed by Town Panchayat Officers.

200 Amps Aerial fuse unit on suitable MS Plate, 40 mm GI service pipe for a length of 3 m including specials and 200 Amps TPN Metal Clad switch with neutral links - Above 25 HP and Upto 70 HP.

2T capacity hand operated over head Travelling (HOT) crane suitable for a span upto 6 Mtrs, and travel length upto 10 Mtrs. with clear lift upto 6 Mtrs. including gear type chain pulley block with GI chain and geared Travelling trolley complete with all accessories including girder

Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.

250 mm DI.DUCK FOOT BEND - 2 Nos

250 mm X 1 M DI. D/F PIPE - 8 Nos

250 mm DI.D/F 90 DEG BEND - 2 Nos

250 mm X 1 M DI. D/F PIPE - 2 Nos

250 mm DI D/F Gate Valve

250 mm DI D/F Non - Return Valve

250 mm DI.D/F 90 DEG BEND - 1 No

250 mm X 0.3 M DI. D/F PIPE - 1 No.)

250 mm X 250 mm X 250 mm DI.A/F TEE - 1 Nos

250 mm X 1 M DI. D/F PIPE - 1 No.

250 MM to 300 MM DI. D/F Enlarger - 1 No.

300 mm DI Flanged Spigot T.P - 1 No.

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. - 250 mm - 24 Nos

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. - 300 mm - 1 Nos

150mm x 5m DI D/F pipe (452+392+365+235+210+151 = 1805 m)

150 mm DI D/F 90 deg bend(2X2)

150 mm DI D/F Duck foot bend(2x2)

90 MM UPVC pipe for cable

90 MM PVC Couplers fabricated 6 KSC

Supply and delivkery of 1.1 KV Grade 3 core/ 10 .Sq.mm.PVC insulated and steel armoured Aluminium cable as per IS 1554 to lay from supply point to panel board.

Providing MS Cover of size 0.45 m x0.45mX0.006m to cover the holes of suction pipe and cable encasing pipe in to the Infilteration well. Weight of each plate = 9.54 Kg

Supply and delivery of 16 mm Dia 65 mm length fully threaded bolt and nuts (2 Nos) for fixing the MS plate over the roof.

150mmx5m DI D/F pipe (Water Carrying)

90 MM UPVC pipe for cable

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. 150mmx5m DI D/F pipe (Water Carrying)

150mm DI D/F Pipe(Water Carrying Pipe)

Laying the above cable as per IE rules between the supply point and LT panel Board

300 mm DI K9

250 mm DI K7

Supply, delivery of DI Specials as per IS 9523/2000 and for delivery at site including all taxes, duties, loading, unloading, freight stacking and as directed by Engineer-in-charge

90 mm HDPE PN10 Class Pipe

110 mm HDPE PN10 Class Pipe

140 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

250 mm HDPE PN10 Class Pipe

90 mm HDPE Bend

110 mm HDPE Bend

140 mm HDPE Bend

160 mm HDPE Bend

200 mm HDPE Bend

250 mm HDPE Bend

90mm x 90mm x 90mm TEE

110 mm X 110 mm X 110 mm TEE

140 mm X 140 mm X 140 mm TEE

160 mm X 160 mm X 160 mm TEE

200 mm X 200 mm X 200 mm TEE

250 mm X 250 mm X 250 mm TEE

110 mm X 90 mm HDPE Reducer

140 mm X 90 mm HDPE Reducer

140 mm X 110 mm HDPE Reducer

200 mm X 90 mm HDPE Reducer

200 mm X 110 mm HDPE Reducer

200 mm X 140 mm HDPE Reducer

200 mm x 160 mm Reducer

250 mm x 200 mm Reducer

90 mm HDPE EndCap

Supply and Delivery of DI D/F Gate valves (Soft Seated) resilient seated softsealing gate valves (sluice valves) with body bonnet of ductile cast iron of gradeGGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindlenut, without gland packing and with 3 O-Ring protection on the shaft and seals ofNBR and the valves should be of vaccum tight and 100% leak proof with face toface dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valvesshould be with electrostatic powder coating both inside and outside with pocketless straight thro' body passage. All the valves are to be compatible for burriedapplication with pressure rating PN 10/16 and Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge 150 mm DI D/F Gate Valve PN 16 in 150mm DI main

200 mm DI D/F Gate Valve PN 16 in 200mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

250 mm DI D/F Gate Valve PN 16 in 250mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

300 mm DI D/F Gate Valve PN 16 in 300mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

100 mm DI D/F Gate valve for Scour in 150 mm DI main

100 mm DI D/F Gate valve for Scour in 200 mm DI main

200 mm DI D/F Gate Valve for Scour in 300 mm DI main

50 mm DI Single chamber Air release valve in 150 mm DI main

50 mm DI Single chamber Air release valve in 200 mm DI main

80 mm DI Single chamber Air release valve in 250 mm DI main

80 mm DI Single chamber Air release valve in 300 mm DI main

For 110 mm Main valves arrangements comprising 100 mm Flow Control Valve, 100 mm DI D/F Gate Valve and 100 mm Electromagnetic Flow Meter upto 35 lps flow with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

Above 110 mm upto 160 mm Main valves arrangements comprising 100 mm Flow Control Valve, 150 mm DI D/F Gate Valve and 100 mm Electromagnetic Flow Meter upto 35 lps flow with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

Above 160 mm upto 200 mm Main valves arrangements comprising 100 mm Flow Control Valve, 200 mm DI D/F Gate Valve and 100 mm Electromagnetic Flow Meter upto 35 lps flow with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

100 mm DI D/F Gate Valve PN 16 in 100mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

80 mm DI D/F Gate valve for Scour in 110 mm HDPE main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

300 mm DI K9 CLASS

250 mm DI K7 CLASS

90 mm HDPE Pipe

110 mm HDPE Pipe

140 mm HDPE Pipe

160 mm HDPE Pipe

200 mm HDPE Pipe

250 mm HDPE Pipe

300 mm DI K9 CLASS

250 mm DI K7 CLASS

90 mm HDPE Pipe

110 mm HDPE Pipe

140 mm HDPE Pipe

160 mm HDPE Pipe

200 mm HDPE Pipe

250 mm HDPE Pipe

300 mm DI K9 CLASS

250 mm DI K7 CLASS

300 mm DI K9 CLASS

250 mm DI K7 CLASS

90 mm HDPE Pipe

110 mm HDPE Pipe

140 mm HDPE Pipe

160 mm HDPE Pipe

200 mm HDPE Pipe

250 mm HDPE Pipe

90 mm HDPE Pipe

110 mm HDPE Pipe

140 mm HDPE Pipe

160 mm HDPE Pipe

200 mm HDPE Pipe

250 mm HDPE Pipe

300 mm DI K9 CLASS

250 mm DI K7 CLASS

90 mm HDPE Pipe

110 mm HDPE Pipe

140 mm HDPE Pipe

160 mm HDPE Pipe

200 mm HDPE Pipe

250 mm HDPE Pipe

Size 1.6 m x 1.1 m x 1.4 m

Size 1.2 m x 1.2 m x 1 m

Size 1.8 m x 1.2 m x 1.6 m

Size 1.6 m x 1.1 m x 1.4 m

Size 1 m x 1.3 m x 1.5 m -

Size 1.8 m x 1.2 m x 1.6 m

Size 1.6 m x 1.1 m x 1.4 m

Size 1.8 m x 1.2 m x 1.6 m

1.2 m x 0.9 m x 1.1 m - Up to 110 mm main

2 m x 1.2 m x 1.2 m - Up to 160 mm main

2.9 m x 1.3 m x 1.5 m - Up to 300 mm main

Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line after deducting cost of earth work in linear measurement and as directed by Engineer-in-charge

Dismantling concrete roads for laying pipe line excluding cost of earth work in linear measurement

Providing and laying base concrete for road restoration using Plain Cement Concrete 1:4:8 (40 mm HBG metal) including consolidation and leveling etc as per standard specifications (Upto 1.5 m below ground level)

Providing and laying base concrete for road restoration using Plain Cement Concrete 1:2:4 (using 20 mm HBG metal) including consolidation and leveling etc as per standard specifications (Upto 1.5 m below ground level)

Less Traffic

Heavy Trafic

Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge. For Pipe Quantity and Road Restoration

Design, supply, installation of level gauge at each SR over head tank Application: Float & Board level Indicator suitable for max 100° C Temperature Instrument: Float & Board level Indicator for water application Process connection: 1" ASA Flange 150#RF,SS 304 Float: SS316,250 mm x 80 mm Wire Rope: SS 304,Thickness 4 mm,- Nylon material Pointer: Red pointer with Nylon roller Pulley: SS 304 with derlin bushes for smooth rotation Pulley enclosure: SS 304,Powder coated -2 Nos Scale/Board: Aluminum scale with marking in Black & White Least Count: 10 mm Mounting Bracket: T type (Powder Coated) Nozzle: At actual Connecting Pipe: as per nozzle distance Float Test Pressure: 6 Kg/cm2 Total Lengh - 5000mm

HSC for HDPE Main - 20 mm dia

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