ERODE DISTRICT BHAVANISAGAR TOWN PANCHAYAT AMRUT 2.0 WORK

Amount

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 All soils 0 - 2.00m depth

Medium Rock and Dense Medium Rock not requiring blasting 0 - 2.00m depth

2.00 - 3.00m depth

3.00 - 4.00m depth

4.00m - 5.00m depth

5.00 - 6.00m depth

6.00 - 7.00m depth

7.00 - 8.00m depth

Plain Cement concrete 1:4:8 mix (One cement four crushed stone sand and eight aggregate) using 40 mm ISS metal including mixing, laying, consolidating curring cost and conveyance of all materials to site and all labour charges etc., complete as per standard speicification

Random Rubble masonary in Cement Mortor 1:5 Mix (one cement, five sand) using new best rough and bond stones 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.Random Rubble masonry in CM 1:5

Collection supply and filling of M Sand filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete.

Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials) 1.50 m to 4.50 m below GL

upto1.50 m below GL

Below GL 4.50m to 9.00m

Above GL upto 4.50m

Above GL 4.50m to 7.32m

Above GL 7.32m to 10.98m ht.,

Above GL 10.98m to 14.64m ht.,

Above GL 14.64m to 18.30m ht.,

Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. Square Column Upto 3.30 m height

3.31m to 4.30m heighta)

4.31m to 5.30 m above GL

5.31m to 6.30 m above GL

6.31m to 7.30 m above GL

7.31m to 8.30 m above GL

8.31m to 9.30 m above GL

9.31m to 10.30 m above GL

10.31m to 11.30 m above GL

11.31m to 12.30 m above GL

12.31m to 13.30 m above GL

13.31m to 14.30 m above GL

14.31m to 15.30 m above GL

ii) Plane surface 0.00m to 3.30 m below & above GL

3.31m to 4.30 m above GL

4.31m to 5.30 m above GL

5.31m to 6.30 m above GL

7.31m to 8.30 m above GL

8.31m to 8.30 m above GL

11.31m to 12.30 m above GL

12.31m to 13.30 m above GL

13.31m to 14.30 m above GL

14.31m to 15.30 m above GL

iii) Curved Surface 0 to 3.30 m below GL

3.31m to 4.30m height

Above GL 4.30 m to 5.30 m

Above GL 5.30 m to 6.30 m

Above GL 6.30 m to 7.30 m

Above GL 7.30 m to 8.30 m

Above GL 8.30 m to 9.30 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.

"Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” 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

"Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site including curing etc.,complete as per standard specification

"Plastering with cement mortar 1:3 ( One cement and three sand)10 mm thick including cost and conveyance of all materials to site including curing etc.,complete as per standard specification

Floor finishing with 20mm thick Elish pattern 1st short in cement concrete 1:3 mix ( No sand to be added) using 6 to 10mm size cips including cost and conveyance of mixing laying finishing curing cost and conveyance of of all materials to site and all labour charges etc., complete

Floor finishing with fully vitified tilles using best quality of fully vitified tiles of size 60cm x 60cm x 6mm over the base plastering cement mortar 1:3 mix, 20mm thick pointing with using white cement 4kg/10sq.mt. inculing cost and conveyance of all materials and all labour charges. Etc. complete.

"Painting the new walls two coats with one coat of priming with best cement paint of approved colour and quality including preparation of surface and finishing neatly etc complete complying with standard specification and as directed by the department officers.

"White wash two coat freshly burnt shell lime white in color in all floors. Fevical type gum or glue, and adequate quantity of approved blue powder should be added in the preparation of white wash. Threat shall be inclusige of lime and other materials, brushes, scaffolding charges etc., complete complying with standard specifications.

Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mmx 40mm x 6 mm with MS flat 25mm x25mm 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. a) Fully panelled Double leaf - Door Size - 1.00mx2.10m

"Fully panelled Double leaf - Window (without Ventilator) Windows size -1.20mx0.90m

Ventilators size - 0.45mx0.60m

"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 ,-manually operated

Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete.

Supply and filling of Coarse sand passing through a sieve of four meshes to 2.5 centimetres and retained in a sieve of ten meshes to 2.5 centimetres and filling it under water

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete

Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of OHT of suitable inclined length , including bottom anchorage and transportation and as directed by dept officers. The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts.

"Weathering course concrete with broken brick jelly of 20 mm gauge in pure slacked lime ( no sand to be added) over roof slab the proportion of brick jelly to lime being 32 to 12.5 by volume and laid over In a single layer and consolidated require designed and finished thickness by beating the concrete with wooden beaters of approved pattern , keeping the surface constantly welded springing lime jiggery water asper standard specification and as directed by the departmental officers

"Finishing the top of roof with one course of machine pressed tiles of size 20 x 20 x 2 cm laid in cement mortar ( One of cement and three of sand ) mixing with water proofing compound conferment ISS at 2% weight of cement used and pointed with same waterproofing compound mixed with red oxide etc., complete with standard specification.

Painting two coats new iron work for doors, windows and ventilators using iron bars, window grills weld mesh screen in opt courtyard etc., with two coat synthetic enamel paint and approved quality and color including priming coat in all floors. The rate is inclusive of cost of all materials, labour brushes and scaffolding charges etc., complete complying with standard specifications.

Dadooing of walls with glazed tiles of size 15 cm x15cm x 6mm finished thickness with c.m 1:2- and polished with same color cement including all cost and convene of all materials etc.,complete

Provision for Hand rails to be provided in the walkway slab with 32mm GI Pipe including conveyance welding and fixing.

"Supplying and fixing in position of 0.60m x 0.60m C.I.Manhole covers (light or heavy duty) of various sizes of best approved quality and as per standard specifications etc.,complete.

Supplying and fixing in position of PVC Mould CI steps for sump/well inside the wall

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

Supplying of K7 DI Pipe of the following dia, conforming to IS 8329-2000 including all local and central taxes , transportation, freight charges, loading and unloading, conveyance to site and stacking the same, cost of all labour, material & etc complete. a) DI 150mm dia pipe of K7

b)DI 300mm dia pipe of K7

c)DI 450mm dia pipe of K7

Supply and delivery of 63mm 4 KSC un plasticized PVC pipes for Potable Water supply as per IS 4985 /2000 For Lime/Alum line

8Supply 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 ofGrade GGG 40 or equivalent grade,Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 ORing 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 4846-2000/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 withpressure rating PN 10/16 a) 80mm dia DI Sluice valve

b) 100mm dia DI Sluice valve

c) 150mm dia DI Sluice valve

d) 300mm dia DI Sluice valve

e) 350mm dia DI Sluice valve

f) 400mm dia DI Sluice valve

DI Non - Return Valve Manufacture, Supply and Delivery of DI D/F Slanted seat Swing Check Valve. Body of ductile cast iron of Grade GGG 40 or equivalent grade and disc of ductile cast iron GGG 40 or equivalent grade 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 W 270. (EP-P) it is a resi-coat powder approved for drinking water application, applied through fusion bonding process by dipping the shot-blasted casted components heated up to 200 deg C). Face to face dimensions as per EN558-1, series 48 and flange connections as per EN 1092-2/IS 1538 and with 5 years warranty a) 80mm dia DI Non - return Valve

b) 150mm dia DI Non - return Valve

Supply & delivery of following Ductile Iron Specials as per IS as per IS 9523/2000 for WTP as per IS standards a) Double flanged specials 100mm dia to 200mm dia

b) Double flanged specials 250mm dia to 300mm dia

c) Double flanged specials 350mm dia to 450mm dia

Supplyong of Ductile Iron class PN - 10 flanged pipes as per IS 8329/2000 a) 150mm dia (each pipe shall be 1.00m length)

b)150mm dia (each pipe shall be 2.00m length)

c) 150mm dia (each pipe shall be 2.50m length)

D)200mm dia (each pipe shall be 1.00m length)

E)300mm dia (each pipe shall be 1.00m length)

f) 300mm dia (each pipe shall be 1.50m length)

g)300mm dia (each pipe shall be 2.00m length)

h)300mm dia (each pipe shall be 2.50m length)

i)350mm dia (each pipe shall be 1.00m length)

j) 350mm dia (each pipe shall be 2.00m length)

k) 350mm dia (each pipe shall be 2.50m length)

l) 450mm dia (each pipe shall be 1.00m length)

m) 450mm dia (each pipe shall be 2.50m length)

Earthwork - Excavating and storingg on bank with an initial lead of 10 m and initial lift of 2 m in trenches for laying of pipes etc. all complete as per standard specifications and as directed by the Departmental Engineer Ordinary Soil - such as Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil etc., a) DI 150mm dia pipe

b) DI 300mm dia pipe

c) DI 450mm dia pipe

d) PVC 63mm dia pipe

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the dept officers. A) DI pipe of 150 mm diameter

b) DI pipe of 300 mm diameter

c) DI pipe of 450 mm diameter

Lowering 63mm PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste

Jointing dia of the following dia of C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) a) DI pipe of 150 mm diameter

b) DI pipe of 300 mm diameter

c) DI pipe of 450 mm diameter

Cutting 63mm P.V.C. rigid pipes and specials true to axis and finishing the ends complete

Testing of D.I/HDPE pipes for water supply with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) 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 a) DI pipe of 150 mm diameter

b) DI pipe of 300 mm diameter

c) DI pipe of 450 mm diameter

Refilling or backfilling trenches with excavated soil after pipe laying in layers not exceeding 20 cm in depth, ramming and consolidation of each layer, watering etc. all complete as per standard specifications and as directed by the Departmental Engineer. a) DI pipe of 150 mm diameter

b) DI pipe of 300 mm diameter

c) DI pipe of 450 mm diameter

d) PVC 63mm dia pipe

RAW WATER RISING MAIN Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trencheshaving 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 - Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B a) 250 MM Dia DI K7

Supply and Delivery DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 a) 250mm diameter

Supply and Delivery DUCTILE IRON SPECIALS AS PER IS 9523/2000 a)250mm - 22 1/2 Deg D/S Bend =46.00 Kg b)250mm - 45 Deg D/S Bend =36.00 Kg c)250mm - 22 1/2 Deg D/S Bend i) Raw water = 31.00 kg ii) Clear Water = 31.00 kg

Supply, Delivery and fixing of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 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 vaccum tight and 100% leak proof with face to face dimentions as CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage, inside and outside color Blue including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating PN10/16. For isolation/Control 250mm diameter

Manufacture, Supply and Delivery of Tamper proof C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber and as amended from time to time and suitable for water supply main including loading freight, transit, unloading and stacking them at site etc. complete 50 mm Valve in 250 mm Main

Lowering of DI pipes and specials carefully into the trench and laying to proper grade and alignment including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer. 250mm diameter

Cutting of CI and DI pipes and specials true to axis and filing smoothly and finishing the ends complete, with / without water in the pipe including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by Departmental Engineer. 250mm diameter

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) 250mm diameter

Testing of M.S. / C.I. / D.I / P.V.C. /D.W,C, pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) 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 diameters of pipes. 250mm diameter

Refilling with excavated sand complying with standard specification for filling in foundation and basement 250 MM Dia DI K7

Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5 kms distance.

Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 1500x 900x1200mm clear inside dimensions 250mm diameter

Dewatering using 7.5HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.

Clear water Rising Main Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading indifferent units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to nearwhite and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow.The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation withIP68Protection.SignalConverter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. Theconverter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”.Converter shall be supplied withprogrammable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programmingshould be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished. 250mm diameter

DISTRIBUTION SYSTEM Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B Upto 2.0 m depth DI Pipes a) 200mm DI K7 Pipe

b) HDPE PIPES PE100PN6 90 mm HDPE 6KSC Pipe

c) 110 mm HDPE 6KSC Pipe

e) 125 mm HDPE 6KSC Pipe

f) 140 mm HDPE 6KSC Pipe

g) 160 mm HDPE 6KSC Pipe

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 DI Pipes a) 200 mm DI K7

b) 250 mm DI K7

c) HDPE Pipes 90 mm HDPE 6KSC Pipe

d) 110 mm HDPE 6KSC Pipe

e) 125 mm HDPE 6KSC Pipe

f) 140 mm HDPE 6KSC Pipe

g) 160 mm HDPE 6KSC Pipe

Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 a) 200mm DI K7 Pipe

b) 250 mm DI K7 Pipe

c) 90 mm HDPE 6KSC Pipe

d) 110 mm HDPE 6KSC Pipe

e) 125 mm HDPE 6KSC Pipe

f) 140 mm HDPE 6KSC Pipe

g) 160 mm HDPE 6KSC Pipe

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 a) 200mm DI K7 Pipe.

Lowering DI K7 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer a) 200mm DI K7 Pipe

Lowering HDPE PE100PN6 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer a) 90 mm HDPE 6KSC Pipe

b) 110 mm HDPE 6KSC Pipe

c) 125 mm HDPE 6KSC Pipe

d) 140 mm HDPE 6KSC Pipe

e) 160 mm HDPE 6KSC Pipe

Jointing DI S&S pipe with rubber gaskets as per IS: 5382 - 1985 including cost of rubber gaskets and hydraulically testing to required pressure etc., complete and as directed by Engineer in charge. 200mm DI K7 Pipe

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 Departmental Officers. a) 90 mm HDPE 6KSC Pipe

b) 110 mm HDPE 6KSC Pipe

c) 125 mm HDPE 6KSC Pipe

d) 140 mm HDPE 6KSC Pipe

e) 160 mm HDPE 6KSC Pipe

Cutting the DI pipes true to axis and finishing the ends complete. A) 200mm DI K7 Pipe

b) 250 mm DI K7 Pipe

Cutting the HDPE pipes true to axis and finishing the ends complete. A) 200mm DI K7 Pipe

b) 250 mm DI K7 Pipe

c) 90 mm HDPE 6KSC Pipe

d) 110 mm HDPE 6KSC Pipe

e) 125 mm HDPE 6KSC Pipe

f) 140 mm HDPE 6KSC Pipe

i) 160 mm HDPE 6KSC Pipe

Testing of DI/HDPE pipes with hydraulic testing equipment by filling with water ( including cost of water ) and testing to recommended pressure in convenient strectches and attending the burst if any occurred during the test , excluding the cost of pipes , including other incidental and operational charges etc . complete for following diameters of pipes a) 200mm DI K7 Pipe

b) 250 mm DI K7 Pipe

c) 90 mm HDPE 6KSC Pipe

d) 110 mm HDPE 6KSC Pipe

e) 125 mm HDPE 6KSC Pipe

f) 140 mm HDPE 6KSC Pipe

i) 160 mm HDPE 6KSC Pipe

Barricading work (Where there is less traffic and lines are in narrow width of town panchayat 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 Departmental Engineers.

Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed 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. 1.00 MLD OHT

Earth work excavation for foundation in for Hard rock small size boulders SS.20B to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete

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

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton Plain Surfaces at 18.00 m to 21.95 m

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. Square Column 18.00 m to 21.95 m

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. - For Curved surfaces such as RCC floor slab, roof slab, beams, etc. a) For 13.25m to 18.00 Mtr AboveG.L

b) Floor Slab @ 18.00 Mts plain surface

c) For 18.00m to 21.95 from G.L

Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification

Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer

Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 600mm X 600mm sizes of best approved quality and as per standard specifications etc.,complete.

Providing and fixing of RCC inner access ladder in RCC M20 Grade Concrete Mix as per the standard specifications for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by Municipal Officers.

Construction of RCC spiral staircase in RCC M20 Grade Concrete Mix as per the standard specifications 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.

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

Supplying and fixing of RCC M20 Grade Concrete Mix as per the standard specifications 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, curing etc., complete as per standard specifications and as directed by Engineer-in-charge

Providing and fixing of M20 Grade Concrete Mix as per the standard specifications for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete as generally shown in plan and as directed.

Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of CI pipes etc, complete as detailed below

R.R. masonry in CM 1:5 mix for foundation and basement as per specification and as directed by the Departmental Officers.

Brick work in CM 1:5 mix using country bricks of size 22cm x 11cm x 7cm for the following works including curing etc., complete complying with standard specification and as directed by the Departmental Officers. A) Upto basement:

b) Upto 4.50 m height above basement

c) Above 4.5m height from basement

RCC 1:1.5:3 mix using 20mm HBG stone for the following works excluding centering, strutting and cost of reinforcement, grills in position including mixing, laying, curing andfinishing, fixing fan clamps in RCC works wherever necessary complying with standard srecification and as directected by the Departmental Officers.

P.C.C. 1:2:4 mix using 20 mm size hard broken stone for bed block.

Damp proof course in CM 1:3 mix, 20 mm thick using 5% crude oil over basement.

Plastering with CM 1:5 mix 20mm thick for walls inside complying with standard specification and as directed by the Departmental Officers.

Supply, delivery and fixing in position of MS steel door including all fixtures and appliances complying with standard specification and as directed by Departmental Officer.

Supply, delivery and fixing in position MS windows with 10 mm MS bar horizontally at 15 cm C/c and welded MS shutters and working arrangements including all fixtures and appliances complying with standard specification and as directed by the Departmental Officers.

VALVES SI NO12.14.6 DI Pressure Reducing and Flow Limit Control Valve (PN10/16) with the function to reduce higher upstream pressure into a preset lower downstream pressure and to not allow flow rate in the line to exceed beyond the defined set point. The flow orifice diameter is designed based on the set point as per the design requirement. The set point can be changed to a maximum of +10%.“Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Reducing and flow limit control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet pressure connected directly to the valve. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270.(EP-P)/ WRAS & NSF.” Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1 and Stainless steel 316 orifice plate shall be as per the set point of flow rate, all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16, Flow cum pressure control valves at outlets of IFW/sump/ELSR a) 80 mm

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.6 with ISI mark, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. TWARD SOR PG 65 a) 80mm sluice valve

b) 200mm sluice valve

c) 250mm sluice valve

Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. a) 100.00

Electrical Supply and delivery of Vertical type water/Oil lubricated statically, dynamically, hydraulically balanced turbine pump capable of discharging the following duty condition as given below due to all causes with surface discharge head confirming to IS 1710 and as amended as on date with accessories as per IS 5120/1977 condition prevailing during investigation. The pump should be supplied with non reversible ratchet pin housing safety clutch, suction strainer etc. The Pump Bowl assembly shall be with bronze impeller running at 1450 rpm. The pump includes suitable head shaft, suitable 1.5 metre long SS line shaft required Nos. to suit the well depth, Rubber line shaft bearing of required Nos., C.I Bearing retainer of required Nos., 100 litre HDPE Pre- lubricating tank with 20mm PVC Rigid pipe connection along with GM gate valves, Suitable ERW column pipe of each 1.5m long of required Nos. to suit the well depth, Suction bell mouth of suitable size, M.S. clamps suitable for column pipe/line shaft -2 set and Spanner - 1 set etc complete a) 1882.2 lpm against a total head of 35 m (Raw Water)

Supply and delivery of vertical Hollow/Solid shaft Squirrel cage induction motor (IS 325 ) suitable for the above pump continuous rated TEFC/SPDP type with Class 'F' insulation for operation in AC, three Phase/50 HZ (±5%), 415V (±10%) running with a speed of pump noted above and with inbuilt thrust bearing assembly capable of taking up the entire load and non - reverse ratchet assembly etc., complete. The motor rating noted above is the minimum and shall be such that it should never be over loaded when the pump works at MWL condition and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficient to have maximum efficiency at high power factor. Separate thrust bearing assembly could also be supplied to take up the down load.(18.5 or Suitable KW capacity)

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. a) 2312.4 lpm against a total head of 27 m (Clear Water)

b) 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, 415 V +/- 10 %, 50 HZ +/- 5%, TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors. (18.5 or Suitable KW capacity)

b) 30HP or Suitable capacity( WTP AirBlower)

Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with 5 HP or Suitable rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately). - WTP Process pumps

Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete. a) 8 kVAR ( For Raw Water and Clear water - 1 each)

5 kVAR - ( For WTP Procees pups at main panel)

Supplying and fixing of following capacity Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete as per TANGEDCO which includes LT meter panel board 250 Amps

Supplying and fixing of following capacity Triple Pole SFU with fuses on suitable angle iron frame with earth connection only. 250 Amps

Supplying and laying following LTUG cables in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed. a) DO - 3 ½ core 50 sq.mm. for PS(Incomer) (2 Runs)

b) DO - 3 core 10 sq.mm - Panel to Starter (PS)

c) DO - 3 core 10 sq.mm - Starter to Junction Box (PS)

d) DO - 4 core 4 sq.mm. for WTP Process pumps and Lighting

Supplying and fixing of cable gland and termination with Aluminium cable lugs for following PVC UG cable and with earth connection a) DO - 3 ½ core 50 sq.mm.

b) DO - 3 core 10 sq.mm

c) DO - 4 core 4 sq.mm

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

Supply, delivery and erection of Three Phase 4 way 32 Amps, 10kA LDB with the following: 1 No of 40 A FP isolator for incoming supply 3 Nos. of 16A, DP RCCB 3 Nos. of 16A, SP MCB 1 No of 16A, DP MCB 3 Nos of 6A, DP MCB in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.

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

Wiring with 2.5 sq mm PVC insulated single core copper cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire. a) Light points

b) Fan Points

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

Supplying and fixing of 18" sweep AC exhaust fan complete including providing necessary opening in the wall.

Supply and fixing of 48" sweep AC ceiling fan complete with regulator with lm down rod (stem pipe) including supplying and fixing of fan clamp with side plates and cross arms

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

Earthing as per ISI specifications with necessary masonary work. 25 x 6 mm GI Flat

Supplying and fixing of 18" sweep AC exhaust fan complete including providing necessary opening in the wall. 25 x 6 mm GI Flat

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

Supply, delivery of 6 pole structure materials with suitable Size RSJ along with all structure material are as under. A) For 11 KV Sub station

b) Construction of transformer plinth

c) Chain link fencing with gate including the TNEB 2 poles Spreading of materials as per CEIG requirements

Transformer yard earthing using copper flat and TWIN earthing asper IS a) a Upto 250 KVATransformer sub station

b) Transformer sub station erection charges

Supply and delivery of 11 KV/433 Volts, 22 KV/433 Volts, three Phase 50 HZ double wound oil immersed natural air cooled, core type continous rating, outdoor distribution power transformer with copper winding for voltage ratio 22-11 KV/433 volts between phases with neutral brought out at LV side. The transfer shall be contained in a mild steel plain & radiator cooled tank, conforming to IS 1180 (Part I) of 2014 with off-load tap switch for ±10% on L.V side and ±5 % on H.V.side. The transformer shall be supplied with first filling of oil and consisting of all the fittings and accessories such as Inspection cover,Oil level indicator with minimum and filling level markings, Externally operated off circuit tap changing switch with locking device & keys, H.V. Terminals- Bushings, L.V. Terminals cable box Rating plate, Two earthing terminals, Two lifting hooks etc complete as per IS 1180 (Part I) of 2014 and as amended thereafter 11/0.414 KV - 100KVA

Supplying, delivery and installation at site, conveying and fixing the CI D/F Reflux valves as per IS 5312/Part I /84 with Bye-pass arrangements with ISI marking including loading, transportation charges and stacking etc complete as per specifications 200 mm dia CI non-return valve

Supplying, delivery and installation at site, conveying and fixing the CI double air valve as per IS14845/2000 with ISI marking including loading, transportation charges and stacking etc complete as per specifications 100mm Double Air valve

HOUSE SERVICE CONNECTION 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)

SRI SELA VENTURES LLP