Public Health Engineering Department Tender

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Public Health Engineering Department Tender

Works

Civil And Construction

Water Storage And Supply

Eprocure

Udaipur - Rajasthan,

Pratapgarh - Rajasthan

Opening Date18 Dec 2024

Closing Date7 Jan 2025

Tender Amount₹ 20,86,30,000

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Costs

EMD
₹ 41,72,600
Document Cost
₹ 10,000
Tender Fee
₹ 2,500

Summary

Water Supply Scheme For Augmentation Of Uwss

Description

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Contact

Tender Id
2024_PHCJA_438097_1
Tender No
NIT 01-02/2024-25 Under PHED Region Banswara
Tender Authority
Public Health Engineering Department View
Purchaser Address
-
Website
http://eproc.rajasthan.gov.in

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Documents

Tender Notice-1992.5 kBTendernotice_1.pdf

NIT PUBLICATION LETTER

BOQ-11.1 MBBOQ_787388.xls

BOQ

Document-214.9 MBFinalTDAmrutPratag...FinalTDAmrutPratagarh.pdf

TD

Document-146.1 kBTender_Detail_2024...Tender_Detail_2024_PHCJA_438097_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

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Amount -

View all details for FREE

200 mm

Quantity647

Rate2554

Amount 1652438

250 mm

Quantity4899

Rate3307

Amount 16200993

300 mm

Quantity3150

Rate4221

Amount 13296150

350 mm dia.

Quantity12

Rate5140

Amount 61680

400 mm dia.

Quantity294

Rate6269

Amount 1843086

450 mm

Quantity94

Rate7398

Amount 695412

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.

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Amount -

HDPE PE-100 PN-6

Quantity-

Rate-

Amount -

90 mm

Quantity43912

Rate264

Amount 11592768

110 mm

Quantity5024

Rate442

Amount 2220608

125 mm

Quantity4255

Rate573

Amount 2438115

140 mm

Quantity1139

Rate713

Amount 812107

160 mm

Quantity7570

Rate897

Amount 6790290

180 mm

Quantity2933

Rate1125

Amount 3299625

200 mm

Quantity2405

Rate1348

Amount 3241940

225 mm

Quantity251

Rate1697

Amount 425947

Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

Quantity-

Rate-

Amount -

MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)

Quantity700

Rate126

Amount 88200

Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size.

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Amount -

Armoured Cable16.0 Sq. mm 4 core

Quantity60

Rate234

Amount 14040

Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.

Quantity2

Rate3651

Amount 7302

Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.

Quantity-

Rate-

Amount -

Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M

Quantity-

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400 KL

Quantity400000

Rate14

Amount 5964000

Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 22 M

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300 KL

Quantity300000

Rate19

Amount 5880000

Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.

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Amount -

100 mm

Quantity25

Rate2259

Amount 56475

150 mm

Quantity57.3

Rate3249

Amount 186167.7

200 mm

Quantity24.3

Rate4250

Amount 103275

250 mm

Quantity47.8

Rate5733

Amount 274037.4

300 mm

Quantity55.8

Rate7314

Amount 408121.2

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil

Quantity-

Rate-

Amount -

In All Type of Soil

Quantity26472.08

Rate200

Amount 5294416

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .

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Rate-

Amount -

Ordinary rock

Quantity8076.2

Rate365

Amount 2947813

Hard rock(blasting prohibited)

Quantity1500

Rate782

Amount 1173000

Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

Quantity2650.41

Rate757

Amount 2006360.37

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.

Quantity-

Rate-

Amount -

Bituminous courses

Quantity504.91

Rate416

Amount 210042.56

Granular courses

Quantity2524.38

Rate296

Amount 747216.48

Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

Quantity1060.16

Rate4678

Amount 4959428.48

Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

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Rate-

Amount -

Plain cement concrete pavement of M-30 Grade

Quantity1590.25

Rate6497

Amount 10331854.25

Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.

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Amount -

300 mm Dia 8 mm thick casing pipe.

Quantity47.1

Rate18353

Amount 864426.3

Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD.

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Amount -

Centrifugal Monoblock Pump set (Single Stage)

Quantity-

Rate-

Amount -

18.5 KW (25.0 HP)

Quantity2

Rate143629

Amount 287258

Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ.

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Rate-

Amount -

Discharge 41 t0 50 LPS and head 31 to 40 M

Quantity2

Rate417667

Amount 835334

Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float GuideHBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

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Amount -

Class PN 1.0

Quantity-

Rate-

Amount -

40 mm

Quantity5

Rate11616

Amount 58080

Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Quantity-

Rate-

Amount -

Manually Operated Class PN 1.6

Quantity-

Rate-

Amount -

80 mm dia

Quantity-

Rate-

Amount -

100 mm

Quantity19

Rate11554

Amount 219526

125 mm

Quantity8

Rate17087

Amount 136696

150 mm

Quantity8

Rate19109

Amount 152872

200 mm

Quantity13

Rate29396

Amount 382148

250 mm

Quantity9

Rate48781

Amount 439029

300 mm

Quantity5

Rate62128

Amount 310640

350 mm dia.

Quantity1

Rate116573

Amount 116573

400 mm dia.

Quantity2

Rate152675

Amount 305350

Motorized Sluice Valves with Electric Actuator and integral starter of Class PN1.6

Quantity-

Rate-

Amount -

100 mm dia

Quantity2

Rate124743

Amount 249486

125 mm dia

Quantity2

Rate132962

Amount 265924

Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insertion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

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Rate-

Amount -

Class PN 1.6

Quantity-

Rate-

Amount -

100 mm dia

Quantity2

Rate13362

Amount 26724

150 mm dia

Quantity2

Rate20940

Amount 41880

Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0

Quantity-

Rate-

Amount -

80 mm dia

Quantity-

Rate-

Amount -

100 mm dia.

Quantity10

Rate3666

Amount 36660

125 mm dia.

Quantity2

Rate4792

Amount 9584

150 mm dia.

Quantity9

Rate5758

Amount 51822

200 mm dia.

Quantity8

Rate8564

Amount 68512

Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer.

Quantity-

Rate-

Amount -

100 mm dia.

Quantity12

Rate5131

Amount 61572

125 mm dia.

Quantity8

Rate6799

Amount 54392

150 mm dia.

Quantity2

Rate9584

Amount 19168

200 mm dia.

Quantity6

Rate11816

Amount 70896

250 mm dia.

Quantity8

Rate15313

Amount 122504

300 mm dia.

Quantity4

Rate19121

Amount 76484

350 mm dia.

Quantity1

Rate26798

Amount 26798

400 mm dia.

Quantity2

Rate35805

Amount 71610

SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.

Quantity-

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Amount -

STAR DELTA STARTER 18.5 KW (25.0 HP) - : For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2), S/D Timer(2)

Quantity1

Rate108534

Amount 108534

Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done.

Quantity460

Rate5820

Amount 2677200

Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.

Quantity550

Rate121

Amount 66550

Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.

Quantity-

Rate-

Amount -

For Class-A loading

Quantity-

Rate-

Amount -

Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm

Quantity18

Rate29800

Amount 536400

Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm

Quantity15

Rate33500

Amount 502500

Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm

Quantity10

Rate43500

Amount 435000

Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.

Quantity-

Rate-

Amount -

Air valve chamber of size0.9m x1m x1.695m for air valve size-from 50 mm-to-80mm

Quantity3

Rate39600

Amount 118800

SITC of D/F Full bore type Electromagnetic Flow Meter of approved make offollowing dia and specifications complete: Media : Water (Raw/Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C,Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) ,Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & providecompletely sealed (leak proof) construction as per requirement of IEC60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signalconvertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC -50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision ofRAM/PROM to store calibration and configuration parameters and totalizervalue during power failure, Protection category- IP 68 for sensor (flow tube)and IP 67 for transmitter/ convertor, including Surge Arrester, if required,and all materials required for making connection etc. complete in all respectas per technical specification and direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

Quantity-

Rate-

Amount -

EMF 50 mm

Quantity1

Rate92924

Amount 92924

EMF100 mm

Quantity1

Rate113454

Amount 113454

EMF150 mm

Quantity2

Rate139687

Amount 279374

SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

Quantity-

Rate-

Amount -

BFM 150 mm

Quantity2

Rate24022

Amount 48044

BFM 200 mm

Quantity1

Rate30414

Amount 30414

SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

Quantity-

Rate-

Amount -

Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1% for OHSR with sutiable range

Quantity2

Rate110000

Amount 220000

Earth work in excavation over area ( for Sedimentation cum storage tank) Exceeding 30 cm in depth 1.5 Mtrs in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50 M and all lift. Disposed earth to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Earth work to be carried out by means of mechanical system i.e. Tractor craw or any other mechanical system. No extra payment shall be done for lift of any limit. This work also involves dressing of sides & bottom for lining purpose which is to be done manually, slope of sides to be maintained as per specification. Work is to be done as per direction of Engineer In Charge and technical specifications.

Quantity60

Rate93

Amount 5580

Silt clearance from Sedimentation cum storage tank with all lift and lead up to 50 Mtr. Silt to be disposed outside the Headworks boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt clearance is to be carried out by means of mechanical system i.e. Tractor craw/Trolley or any other mechanical system. No extra payment shall be done for lift . This work also involves dressing of bottom which is to be done manually and there shall be no damage to lining and LDPE film of tank. Work is to be done as per direction of Engineer In Charge and technical specifications.

Quantity60

Rate117

Amount 7020

Providing and placing of new graded gravel as (i) Size of Gravel vary from 50 mm at the bottom to 2. to 5 mm at the top as detailed: (a) Passing 80 mm screen but held on 10 mm- 150 mm layer (b) Passing 25 mm screen but held on 10 mm- 50 mm layer (c) Passing 10 mm screen but held on 5 mm- 50 mm layer Passing (d) 5 mm screen but held on 2 mm- 50 mm layer (ii) The filter gravel shall be as spherical as possible, hard, clean and uniform in quality and also shall not contain such impurities as dirt and clay as per IS: 8419 (Part-I) for filter gravel specifications. The work also includes washing the gravel with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction of Engineer- In- Charge and technical specification complete in all respect. The gravel shall not contain more than 5% acid soluble matter as determined by solubility test in Appendix B of IS: 8419 (Part-I) amended up to date. (For RGF)

Quantity30

Rate3926

Amount 117780

Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.45 to 0.70 mm. (iii) Uniformity Coefficient not be more than 1.70 nor less than 1.30. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 5.0% by weight, (vi) Silica content should not be less than 95% (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0%. and as per specifications given in IS: 8419 (Part-I). Filter media (fine sand and coarse sand) should be processed through disintegrator and dust separator in automatic plant including screening of sand to desired specification and washing and cleaning of sand with water by aqua wash technology at quarry site. (For RGF)

Quantity30

Rate4190

Amount 125700

Fixing of pipes for under drainage system including plugging pipes with CM 1:4 on one end and fixing other end in collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also, includes Making 4mm dia holes in pipes @15 cm c/c in zig-zag pattern and testing of under drainage system as per instruction of Engineer-in-charge.

Quantity-

Rate-

Amount -

Removing & Re-fixing of pipes for under drainage system including cleaning of one end plugged pipes and fixing /embedded in CM 1:4 on one end and fixing other end in collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also, includes Making 4mm dia holes if required in pipes @15 cm c/c in zig-zag pattern.

Quantity180

Rate26

Amount 4680

Making 4mm dia hole in pipes of under drainage system of filters duly drilled. Carriage of pipe from stacks to filter site, making two per rows on pipe and points of making holes in Zig-Zag pattern in two hold raw. Making 4mm dia holes with drill machine @ 15cm c/c in zig-zag pattern.

Quantity2

Rate2

Amount 4

Labour charges for screening of old sand (received from filter beds) through the standard sieves, washing the sand with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from sand grains and then clean with water till the sand is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed filter media (sand) in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF)

Quantity30

Rate915

Amount 27450

Labour charges for screening of old gravel (received from filter beds) through the standard different sizes sieves for required sizes of gravel, washing the gravel with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from gravel grains and then clean with water till the gravel is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed gravel in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF)

Quantity30

Rate685

Amount 20550

Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material

Quantity1590.23

Rate1376

Amount 2188161.98

Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion.

Quantity1590.23

Rate1775

Amount 2822665.35

Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

Quantity10601.54

Rate33

Amount 357271.73

Extra for additional bitumen emulsion used in above item for every 1kg per 10 sqm

Quantity10601.54

Rate5

Amount 57248.29

Providing and laying open graded premix carpet 20mm thick(compacted), on prepared surface in a single course as wearingcourse, composed of specified graded crushed stone aggregate asper Table 500-23, premixed with bituminous binder @ 14.60 kg/10sqm (including Cost of anti stripping compound Minimum 1% inLime/Cement as per design wherever required), including loading ofmaterial with F.E. loader, hot mixing of stone aggregate and bitumenin computerised hot mix plant, transporting the mixed material bytippers to paver and laying with paver finisher fitted with electronicsensor control to the required level and grade, compacting smoothwheeled roller 8-10 tonne capacity and finishing to required level toachieve the desired density as per clause 511 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion but excluding cost of tackcoat/ seal coat.

Quantity-

Rate-

Amount -

With Bitumen VG-grade 30

Quantity10601.54

Rate119

Amount 1261582.67

Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.

Quantity-

Rate-

Amount -

25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)

Quantity318.05

Rate8740

Amount 2779757

S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with following rating

Quantity-

Rate-

Amount -

37 KW

Quantity1

Rate35850

Amount 35850

Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.

Quantity2

Rate1243

Amount 2486

Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil

Quantity250

Rate35

Amount 8750

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Quantity150

Rate178

Amount 26700

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Quantity20

Rate3302

Amount 66040

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Quantity14.77

Rate4624

Amount 68296.48

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Quantity80

Rate2838

Amount 227040

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)

Quantity-

Rate-

Amount -

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick.

Quantity700

Rate190

Amount 133000

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm).

Quantity550

Rate53

Amount 29150

120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.

Quantity220

Rate470

Amount 103400

Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Quantity110

Rate80

Amount 8800

6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand)

Quantity320

Rate139

Amount 44480

Crazy marble stone flooring 20mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mix in proportion of 4 : 7 (4cement : 7 white black or white or black marble chips) size from 1mm to 4mm by volume and under layer of 25mm thick cement concrete [1:2:4, graded stone aggregate 12.5mm nominal size] rubbing and polishing and cement slurry etc. complete : In ordinary cement

Quantity220

Rate579

Amount 127380

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Quantity80

Rate111

Amount 8880

Repair to stone masonary in cement sand mortar 1:6 with old and new stone.

Quantity60

Rate318

Amount 19080

Repair to brick masonary in cement sand mortar 1:6 with new brick.

Quantity130

Rate354

Amount 46020

Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead. With cement mortar 1 :4 ( 1 cement : 4 coarse sand)

Quantity160

Rate235

Amount 37600

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Quantity-

Rate-

Amount -

One or more coats on old work

Quantity288.9

Rate34

Amount 9822.6

Replacing broken roofing slab in patches including lime terrace, ceiling plaster etc. including removal of broken slabs.

Quantity10

Rate1844

Amount 18440

Repair of existing steel glazed doors, windows and ventilator, MS sheet door, garge doors, compound wall gates etc. by welding drilling complete include. Cost of welding rods and hire charge of welding meachine and TP etc complete

Quantity8

Rate332

Amount 2656

Replacement of stone Chajja with sriwan in damaged portion as per existing thickness and width in CM 1 : 3 with removal of old damaged pieces of chajja including top plaster of chajja and bottom pointing in CM 1 : 3 with scoffolding upto three floor level as per direction of Engineer in charge

Quantity10

Rate2820

Amount 28200

Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge.

Quantity80

Rate254

Amount 20320

Grading roof for water proofing treatment with water profing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity35

Rate4483

Amount 156905

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @ 0.253 kg/sqm. b) laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm . c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around

Quantity180

Rate372

Amount 66960

Removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandla/loi and all scaffolding (for colour changing only)

Quantity1300

Rate4

Amount 5200

Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision

Quantity-

Rate-

Amount -

New work

Quantity1250

Rate123

Amount 153750

old work

Quantity1170

Rate50

Amount 58500

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding

Quantity-

Rate-

Amount -

Old work (One or more coats )

Quantity900

Rate40

Amount 36000

Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

Quantity-

Rate-

Amount -

For area of each slab from 901 to 2000 Sq.Cm

Quantity63

Rate950

Amount 59850

Clearing Grass and Removal of Rubbish

Quantity-

Rate-

Amount -

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer

Quantity-

Rate-

Amount -

In area of light jungle

Quantity2.28

Rate61600

Amount 140448

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix

Quantity100

Rate5609

Amount 560900

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix

Quantity100

Rate5185

Amount 518500

Add extra for providing richer mixes respectively at all floor levels

Quantity-

Rate-

Amount -

Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix.

Quantity77

Rate139

Amount 10703

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)

Quantity-

Rate-

Amount -

Thermo-mechanically Treated bars (Conforming of relevent IS code)

Quantity2500

Rate77

Amount 192500

Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :

Quantity-

Rate-

Amount -

Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity45

Rate6300

Amount 283500

Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish :

Quantity300

Rate483

Amount 144900

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding

Quantity400

Rate124

Amount 49600

Add 12 % Electrical work provision

Quantity-

Rate-

Amount -

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

Short point (up to 3 mtr.)

Quantity9

Rate359

Amount 3231

Medium point (up to 6 mtr.)

Quantity11

Rate578

Amount 6358

Long point (up to 10 mtr.)

Quantity10

Rate772

Amount 7720

S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

20 mm

Quantity7

Rate40

Amount 280

25 mm

Quantity5

Rate56

Amount 280

32 mm

Quantity3

Rate84

Amount 252

40 mm

Quantity2

Rate115

Amount 230

50 mm

Quantity6

Rate170

Amount 1020

Rewiring of twin control light / fan / call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos 1.2 mm thick MS box with earth terminal, 2 Nos 6 A two way switch,3 pin ceiling rose / holder/ 3 way connector, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy / Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

Short point (up to 3 mtr.)

Quantity12

Rate471

Amount 5652

Medium point (up to 6 mtr.)

Quantity8

Rate877

Amount 7016

Long point (up to 10 mtr..)

Quantity15

Rate1231

Amount 18465

Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy / Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

On board

Quantity8

Rate136

Amount 1088

Short point (up to 3 mtr.)

Quantity8

Rate283

Amount 2264

Medium point (up to 6 mtr.)

Quantity8

Rate499

Amount 3992

Long point (up to 10 mtr..)

Quantity10

Rate689

Amount 6890

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

1 x 1.5 sq.mm

Quantity515

Rate22

Amount 11330

2 x 1.5 sq.mm

Quantity240

Rate43

Amount 10320

3x 1.5 sq.mm

Quantity270

Rate63

Amount 17010

4 x 1.5 sq.mm

Quantity180

Rate83

Amount 14940

1 x 2.5 sq.mm

Quantity230

Rate31

Amount 7130

2 x 2.5 sq.mm

Quantity205

Rate61

Amount 12505

2 x 2.5 sq. mm. + 1x1.5sqmm

Quantity310.8

Rate81

Amount 25174.8

3 x 2.5 sq.mm

Quantity309.14

Rate90

Amount 27822.6

Installation , testing and Commissioning of ceiling fan (any size) including wiring the down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Quantity-

Rate-

Amount -

With regulator

Quantity6

Rate100

Amount 600

Providing & Fixing of of BLDC Technology ventilating fans , single phase with PVC impeller, ABS body, Double Ball bearing, automatic back lower shutter including making connection, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Quantity-

Rate-

Amount -

150 mm sweep with Min. Air delivery 350 cmh, 2000 RPM

Quantity6

Rate2417

Amount 14502

P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity6

Rate128

Amount 768

Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD 20% ,p.f.≥0.95,CRI 80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Quantity-

Rate-

Amount -

600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing

Quantity10

Rate202

Amount 2020

Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Quantity-

Rate-

Amount -

Poles with Octagonal Cross Section

Quantity-

Rate-

Amount -

4 Mtr.

Quantity10

Rate7806

Amount 78060

Modular RTU/PLC complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communcation protocols, onboard I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. same data will be intergrated on existing SCADA which is installed at BAGWAS, pratapgarh.

Quantity3

Rate105917

Amount 317751

Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification

Quantity-

Rate-

Amount -

1 KVA- OHSR

Quantity2

Rate48000

Amount 96000

Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. (1 Pair * 0.75SQMM)

Quantity500

Rate165

Amount 82500

2 x 1.5 sq.mm

Quantity1155

Rate254

Amount 293972.04

Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP

Quantity-

Rate-

Amount -

For the 1st year of O&M after DLP

Quantity1

Rate1229914

Amount 1229914.99

For the 2nd year of O&M after DLP

Quantity1

Rate1291411

Amount 1291411.2

For the 3rd year of O&M after DLP

Quantity1

Rate1355983

Amount 1355983.13

For the 4th year of O&M after DLP

Quantity1

Rate1423780

Amount 1423780.3

For the 5th year of O&M after DLP

Quantity1

Rate1494970

Amount 1494970.54

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.

Quantity-

Rate-

Amount -

100 mm

Quantity5545

Rate1464

Amount 8117880

150 mm

Quantity1531

Rate2082

Amount 3187542

200 mm

Quantity15

Rate2554

Amount 38310

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.

Quantity-

Rate-

Amount -

HDPE PE-100 PN-6

Quantity-

Rate-

Amount -

90 mm

Quantity10285

Rate264

Amount 2715240

110 mm

Quantity748

Rate442

Amount 330616

160 mm

Quantity434

Rate897

Amount 389298

Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

Quantity-

Rate-

Amount -

MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)

Quantity750

Rate126

Amount 94500

Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.

Quantity-

Rate-

Amount -

Note: Road cut and restoration is not part of this item and paid separately.

Quantity-

Rate-

Amount -

For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.

Quantity156

Rate1780

Amount 277680

Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..

Quantity624

Rate200

Amount 124800

Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.

Quantity312

Rate44

Amount 13728

Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodatecasing pipe of following sizes in all types of soils and over burdenincluding lowering of casing pipes but excluding cost of casing pipesas per IS : 2800 (Part I & II) 1979 specifications. The work would becompleted after obtaining sand free water. The tube well shouldhave a throughout bore as per nominal dia of casing pipe:

Quantity-

Rate-

Amount -

200 mm dia Nominal bore

Quantity200

Rate1089

Amount 217800

200 mm dia Nominal bore

Quantity100

Rate1252

Amount 125235

Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)

Quantity30

Rate2734

Amount 82020

Supply & Installation of 3 phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and 15 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.

Quantity-

Rate-

Amount -

Up to 5.5 KW (7.5 HP) & head up to 120 mtr.

Quantity16.5

Rate9083

Amount 149869.5

Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.

Quantity-

Rate-

Amount -

Above 5HP & upto 10 HP

Quantity3

Rate24273

Amount 72819

Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand (made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg's length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.

Quantity-

Rate-

Amount -

Above 15 HP and up to 20 HP

Quantity2

Rate32117

Amount 64234

Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.

Quantity-

Rate-

Amount -

3 core 6.0 Sq.mm

Quantity380

Rate283

Amount 107540

Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.

Quantity-

Rate-

Amount -

Armoured Cable16.0 Sq. mm 4 core

Quantity75

Rate234

Amount 17550

Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.

Quantity4

Rate3651

Amount 14604

Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.

Quantity2

Rate696

Amount 1392

Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 200 mm dia

Quantity2

Rate986

Amount 1972

Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.

Quantity-

Rate-

Amount -

50 mm dia

Quantity190

Rate678

Amount 128820

Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.

Quantity-

Rate-

Amount -

50 mm dia

Quantity2

Rate11801

Amount 23602

Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.

Quantity2

Rate1106

Amount 2212

Providing & fixing of double flanged CI body ISI marked NRV of approved make of following size.

Quantity-

Rate-

Amount -

65 mm

Quantity2

Rate2506

Amount 5012

Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.

Quantity1

Rate1243

Amount 1243

Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.

Quantity-

Rate-

Amount -

Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M

Quantity-

Rate-

Amount -

50 KL

Quantity50000

Rate38

Amount 1908000

Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.

Quantity-

Rate-

Amount -

Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4

Quantity-

Rate-

Amount -

100 KL

Quantity100000

Rate7

Amount 795000

Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.

Quantity-

Rate-

Amount -

For OHSR

Quantity-

Rate-

Amount -

100 mm

Quantity58.8

Rate2259

Amount 132829.2

Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.

Quantity-

Rate-

Amount -

For CWR Note The rates for DI Double Flanged shall be reduced 5%

Quantity-

Rate-

Amount -

100 mm

Quantity82

Rate2146

Amount 175976.1

200 mm

Quantity5

Rate4037

Amount 20187.5

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil

Quantity-

Rate-

Amount -

In All Type of Soil

Quantity2315.14

Rate200

Amount 463028

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .

Quantity-

Rate-

Amount -

Ordinary rock

Quantity4486.98

Rate365

Amount 1637747.7

Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

Quantity1354.37

Rate757

Amount 1025258.09

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.

Quantity-

Rate-

Amount -

Bituminous courses

Quantity135.74

Rate416

Amount 56467.84

Granular courses

Quantity680.73

Rate296

Amount 201496.08

Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

Quantity541.15

Rate4678

Amount 2531499.7

Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

Quantity-

Rate-

Amount -

Plain cement concrete pavement of M-30 Grade

Quantity812.7

Rate6497

Amount 5280111.9

Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD.

Quantity-

Rate-

Amount -

Centrifugal Monoblock Pump set (Single Stage)

Quantity-

Rate-

Amount -

15.0 KW (20.0 HP)

Quantity2

Rate108825

Amount 217650

Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 80 mm dia

Quantity2

Rate6301

Amount 12602

Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/FResilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubbletight), straight and pocket less body passage of approved make of following class &dia complete confirming to BS-EN-1171/ AWWA C-509 and of followingspecifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as perDIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face toface dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Boltconfirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of blackEPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning alongwith pipe line as per Technical Specifications and as per direction of Engineer-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Quantity-

Rate-

Amount -

Manually Operated Resilient Seated Sluice Valves of Class PN 1.6

Quantity-

Rate-

Amount -

100 mm

Quantity24

Rate11554

Amount 277296

150 mm

Quantity3

Rate19109

Amount 57327

200 mm

Quantity3

Rate29396

Amount 88188

Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insertion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Quantity-

Rate-

Amount -

Class PN 1.6

Quantity-

Rate-

Amount -

200 mm dia

Quantity1

Rate36510

Amount 36510

Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0

Quantity-

Rate-

Amount -

100 mm dia.

Quantity17

Rate3666

Amount 62322

150 mm dia.

Quantity2

Rate5758

Amount 11516

200 mm dia.

Quantity4

Rate8564

Amount 34256

Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer.

Quantity-

Rate-

Amount -

100 mm dia.

Quantity9

Rate5131

Amount 46179

125 mm dia.

Quantity1

Rate6799

Amount 6799

150 mm dia.

Quantity2

Rate9584

Amount 19168

250 mm dia.

Quantity1

Rate15313

Amount 15313

Construction of Pump house of brick/ stone masonry of required size suitable for installation of maximum 4 no. Monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.

Quantity-

Rate-

Amount -

Pump House with suitable EOT arrangement with Girder

Quantity24

Rate24470

Amount 587280

Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.

Quantity-

Rate-

Amount -

For Class-A loading

Quantity-

Rate-

Amount -

Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm

Quantity24

Rate29800

Amount 715200

Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm

Quantity3

Rate33500

Amount 100500

Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm

Quantity3

Rate43500

Amount 130500

FOR NRW

Quantity-

Rate-

Amount -

SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

Quantity-

Rate-

Amount -

BFM 100 mm

Quantity2

Rate15496

Amount 30992

BFM 125 mm

Quantity1

Rate21528

Amount 21528

BFM 150 mm

Quantity1

Rate24022

Amount 24022

BFM 200 mm

Quantity1

Rate30414

Amount 30414

BFM 250 mm

Quantity1

Rate64440

Amount 64440

Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material

Quantity408.72

Rate1376

Amount 562393.22

Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion.

Quantity408.72

Rate1775

Amount 725470.9

Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

Quantity2724.77

Rate33

Amount 91824.75

Extra for additional bitumen emulsion used in above item for every 1kg per 10 sqm

Quantity2724.77

Rate5

Amount 14713.76

Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.

Quantity-

Rate-

Amount -

25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)

Quantity81.74

Rate8740

Amount 714433.82

Providing and laying open graded premix carpet 20mm thick(compacted), on prepared surface in a single course as wearingcourse, composed of specified graded crushed stone aggregate asper Table 500-23, premixed with bituminous binder @ 14.60 kg/10sqm (including Cost of anti stripping compound Minimum 1% inLime/Cement as per design wherever required), including loading ofmaterial with F.E. loader, hot mixing of stone aggregate and bitumenin computerised hot mix plant, transporting the mixed material bytippers to paver and laying with paver finisher fitted with electronicsensor control to the required level and grade, compacting smoothwheeled roller 8-10 tonne capacity and finishing to required level toachieve the desired density as per clause 511 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion but excluding cost of tackcoat/ seal coat.

Quantity-

Rate-

Amount -

With Bitumen VG-grade 30

Quantity2724.77

Rate119

Amount 324247.63

Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium

Quantity2

Rate2941

Amount 5882

Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency) as per Scope of Work & terms & conditions of contract for 05 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project

Quantity-

Rate-

Amount -

1st year

Quantity1

Rate321773

Amount 321773.03

2nd year

Quantity1

Rate337861

Amount 337861.79

3rd year

Quantity1

Rate354755

Amount 354755.25

4th year

Quantity1

Rate372492

Amount 372492.49

5th year

Quantity1

Rate391117

Amount 391117.43

PART 1: AUGMENTATION OF UWSS CHOTI SADRI UNDER AMRUT MISSION-2

Quantity-

Rate-

Amount -

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.

Quantity-

Rate-

Amount -

HDPE PE-80 PN-6

Quantity-

Rate-

Amount -

90 mm

Quantity10748

Rate306

Amount 3288888

110 mm

Quantity1095

Rate463

Amount 506985

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M

Quantity-

Rate-

Amount -

HDPE PE-80 PN-6

Quantity-

Rate-

Amount -

125 mm dia.

Quantity523

Rate664

Amount 347272

140 mm

Quantity1353

Rate827

Amount 1118931

160 mm

Quantity1611

Rate1041

Amount 1677051

180 mm

Quantity343

Rate1308

Amount 448644

200 mm

Quantity277

Rate1567

Amount 434059

Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

Quantity-

Rate-

Amount -

MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)

Quantity950

Rate126

Amount 119700

Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.

Quantity-

Rate-

Amount -

Note: Road cut and restoration is not part of this item and paid separately.

Quantity-

Rate-

Amount -

For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.

Quantity765

Rate1780

Amount 1361700

Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..

Quantity1530

Rate200

Amount 306000

Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.

Quantity1530

Rate44

Amount 67320

Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size.

Quantity-

Rate-

Amount -

Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.

Quantity3

Rate3651

Amount 10953

Armoured Cable16.0 Sq. mm 4 core

Quantity120

Rate234

Amount 28080

Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.

Quantity3

Rate1243

Amount 3729

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil

Quantity-

Rate-

Amount -

In All Type of Soil

Quantity3328.13

Rate200

Amount 665626

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .

Quantity-

Rate-

Amount -

Ordinary rock

Quantity1443.24

Rate365

Amount 526782.6

Hard rock(blasting prohibited)

Quantity722

Rate782

Amount 564604

Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

Quantity1137.93

Rate757

Amount 861413.01

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.

Quantity-

Rate-

Amount -

Bituminous courses

Quantity97.54

Rate416

Amount 40576.64

Granular courses

Quantity487.69

Rate296

Amount 144356.24

Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

Quantity455.17

Rate4678

Amount 2129285.26

Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

Quantity-

Rate-

Amount -

M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Quantity682.76

Rate6162

Amount 4207167.12

Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD.

Quantity-

Rate-

Amount -

Centrifugal Monoblock Pump set (Single Stage)

Quantity-

Rate-

Amount -

9.3 KW (12.5 HP)

Quantity2

Rate78860

Amount 157720

11.0 KW (15 HP)

Quantity2

Rate83148

Amount 166296

Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ.

Quantity-

Rate-

Amount -

Discharge 31 to 40 LPS and head 71 to 80 M

Quantity2

Rate492515

Amount 985030

Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Quantity-

Rate-

Amount -

Manually Operated Class PN 1.6

Quantity-

Rate-

Amount -

100 mm

Quantity14

Rate11554

Amount 161756

125 mm dia.

Quantity5

Rate17087

Amount 85435

150 mm

Quantity7

Rate19109

Amount 133763

200 mm

Quantity3

Rate29396

Amount 88188

Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer.

Quantity-

Rate-

Amount -

100 mm dia.

Quantity16

Rate5131

Amount 82096

125 mm dia.

Quantity5

Rate6799

Amount 33995

150 mm dia.

Quantity8

Rate9584

Amount 76672

200 mm dia.

Quantity3

Rate11816

Amount 35448

300 mm dia.

Quantity3

Rate19121

Amount 57363

SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.

Quantity-

Rate-

Amount -

STAR DELTA STARTER 9.3 KW (12.5 HP) - : For 2 motors (1 W+ 1S) I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2)

Quantity1

Rate66938

Amount 66938

STAR DELTA STARTER 11.0 KW (15.0 HP) - : For 2 motors (1 W+ 1S) I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2)

Quantity1

Rate70561

Amount 70561

Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonry in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done.

Quantity120

Rate5820

Amount 698400

Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.

Quantity800

Rate121

Amount 96800

Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.

Quantity-

Rate-

Amount -

For Class-A loading

Quantity-

Rate-

Amount -

Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm

Quantity8

Rate29800

Amount 238400

Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm

Quantity9

Rate33500

Amount 301500

Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm

Quantity6

Rate43500

Amount 261000

SITC of D/F Full bore type Electromagnetic Flow Meter of approved make offollowing dia and specifications complete: Media : Water (Raw/Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C,Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) ,Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & providecompletely sealed (leak proof) construction as per requirement of IEC60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signalconvertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC -50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision ofRAM/PROM to store calibration and configuration parameters and totalizervalue during power failure, Protection category- IP 68 for sensor (flow tube)and IP 67 for transmitter/ convertor, including Surge Arrester, if required,and all materials required for making connection etc. complete in all respectas per technical specification and direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

Quantity-

Rate-

Amount -

EMF100 mm

Quantity2

Rate113454

Amount 226908

EFM 300 mm

Quantity3

Rate219283

Amount 657849

SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

Quantity-

Rate-

Amount -

BFM 150 mm

Quantity1

Rate24022

Amount 24022

Earth work in excavation over area ( for Sedimentation cum storage tank) Exceeding 30 cm in depth 1.5 Mtrs in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50 M and all lift. Disposed earth to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Earth work to be carried out by means of mechanical system i.e. Tractor craw or any other mechanical system. No extra payment shall be done for lift of any limit. This work also involves dressing of sides & bottom for lining purpose which is to be done manually, slope of sides to be maintained as per specification. Work is to be done as per direction of Engineer In Charge and technical specifications.

Quantity40

Rate93

Amount 3720

Silt clearance from Sedimentation cum storage tank with all lift and lead up to 50 Mtr. Silt to be disposed outside the Headworks boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt clearance is to be carried out by means of mechanical system i.e. Tractor craw/Trolley or any other mechanical system. No extra payment shall be done for lift . This work also involves dressing of bottom which is to be done manually and there shall be no damage to lining and LDPE film of tank. Work is to be done as per direction of Engineer In Charge and technical specifications.

Quantity40

Rate117

Amount 4680

Providing and placing of new graded gravel as (i) Size of Gravel vary from 50 mm at the bottom to 2. to 5 mm at the top as detailed: (a) Passing 80 mm screen but held on 10 mm- 150 mm layer (b) Passing 25 mm screen but held on 10 mm- 50 mm layer (c) Passing 10 mm screen but held on 5 mm- 50 mm layer Passing (d) 5 mm screen but held on 2 mm- 50 mm layer (ii) The filter gravel shall be as spherical as possible, hard, clean and uniform in quality and also shall not contain such impurities as dirt and clay as per IS: 8419 (Part-I) for filter gravel specifications. The work also includes washing the gravel with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction of Engineer- In- Charge and technical specification complete in all respect. The gravel shall not contain more than 5% acid soluble matter as determined by solubility test in Appendix B of IS: 8419 (Part-I) amended up to date. (For RGF)

Quantity30

Rate3926

Amount 117780

Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.45 to 0.70 mm. (iii) Uniformity Coefficient not be more than 1.70 nor less than 1.30. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 5.0% by weight, (vi) Silica content should not be less than 95% (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0%. and as per specifications given in IS: 8419 (Part-I). Filter media (fine sand and coarse sand) should be processed through disintegrator and dust separator in automatic plant including screening of sand to desired specification and washing and cleaning of sand with water by aqua wash technology at quarry site. (For RGF)

Quantity30

Rate4190

Amount 125700

Removing & Re-fixing of pipes for under drainage system including cleaning of one end plugged pipes and fixing /embedded in CM 1:4 on one end and fixing other end in collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also, includes Making 4mm dia holes if required in pipes @15 cm c/c in zig-zag pattern.

Quantity105

Rate26

Amount 2730

Making 4mm dia hole in pipes of under drainage system of filters duly drilled. Carriage of pipe from stacks to filter site, making two per rows on pipe and points of making holes in Zig-Zag pattern in two hold raw. Making 4mm dia holes with drill machine @ 15cm c/c in zig-zag pattern.

Quantity2

Rate2

Amount 4

Labour charges for screening of old sand (received from filter beds) through the standard sieves, washing the sand with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from sand grains and then clean with water till the sand is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed filter media (sand) in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF)

Quantity30

Rate915

Amount 27450

Labour charges for screening of old gravel (received from filter beds) through the standard different sizes sieves for required sizes of gravel, washing the gravel with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from gravel grains and then clean with water till the gravel is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed gravel in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF)

Quantity30

Rate685

Amount 20550

M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Quantity80

Rate5451

Amount 436080

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)

Quantity-

Rate-

Amount -

Thermo-mechanically Treated bars (Conforming of relevent IS code)

Quantity1800

Rate77

Amount 138600

Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity80

Rate6300

Amount 504000

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.

Quantity-

Rate-

Amount -

1: 3: 6 or richer mix.

Quantity4.35

Rate637

Amount 2772.22

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Quantity86.49

Rate930

Amount 80437.56

Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge

Quantity180

Rate317

Amount 57060

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work

Quantity12049.79

Rate2

Amount 24099.59

Dismantling of CI sluice valve including stacking of useful materials within a lead of 50 meter:

Quantity-

Rate-

Amount -

Up to 150mm dia.

Quantity2

Rate99

Amount 198

Above 150mm dia.

Quantity2

Rate353

Amount 706

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge:

Quantity-

Rate-

Amount -

Up to 150mm dia.

Quantity65

Rate109

Amount 7085

Above 150mm dia. up to 300mm dia.

Quantity20

Rate147

Amount 2940

Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material

Quantity292.61

Rate1376

Amount 402631.36

Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion.

Quantity292.61

Rate1775

Amount 519382.75

Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

Quantity1950.75

Rate33

Amount 65740.28

Extra for additional bitumen emulsion used in above item for every 1kg per 10 sqm

Quantity1950.75

Rate5

Amount 10534.05

Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.

Quantity-

Rate-

Amount -

25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)

Quantity58.52

Rate8740

Amount 511491.02

Providing and laying open graded premix carpet 20mm thick(compacted), on prepared surface in a single course as wearingcourse, composed of specified graded crushed stone aggregate asper Table 500-23, premixed with bituminous binder @ 14.60 kg/10sqm (including Cost of anti stripping compound Minimum 1% inLime/Cement as per design wherever required), including loading ofmaterial with F.E. loader, hot mixing of stone aggregate and bitumenin computerised hot mix plant, transporting the mixed material bytippers to paver and laying with paver finisher fitted with electronicsensor control to the required level and grade, compacting smoothwheeled roller 8-10 tonne capacity and finishing to required level toachieve the desired density as per clause 511 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion but excluding cost of tackcoat/ seal coat.

Quantity-

Rate-

Amount -

With Bitumen VG-grade 30

Quantity1950.75

Rate119

Amount 232139.25

S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with following rating

Quantity-

Rate-

Amount -

45 KW

Quantity1

Rate59417

Amount 59417

Add 12 % Electrical work provision

Quantity-

Rate-

Amount -

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

Short point (up to 3 mtr.)

Quantity15

Rate359

Amount 5385

Medium point (up to 6 mtr.)

Quantity20

Rate578

Amount 11560

Long point (up to 10 mtr.)

Quantity16

Rate772

Amount 12352

S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

20 mm

Quantity7.9

Rate40

Amount 316

25 mm

Quantity5

Rate56

Amount 280

32 mm

Quantity4

Rate84

Amount 336

40 mm

Quantity3

Rate115

Amount 345

50 mm

Quantity3

Rate170

Amount 510

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Quantity-

Rate-

Amount -

1 x 1.5 sq.mm

Quantity180

Rate22

Amount 3960

2 x 1.5 sq.mm

Quantity150

Rate43

Amount 6450

3x 1.5 sq.mm

Quantity150

Rate63

Amount 9450

4 x 1.5 sq.mm

Quantity119

Rate83

Amount 9877

1 x 2.5 sq.mm

Quantity150

Rate31

Amount 4650

2 x 2.5 sq.mm

Quantity100

Rate61

Amount 6100

2 x 2.5 sq. mm. + 1x1.5sqmm

Quantity100

Rate81

Amount 8100

3 x 2.5 sq.mm

Quantity120

Rate90

Amount 10800

Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Quantity-

Rate-

Amount -

1200 mm Sweep BEE 1 Star rated (service value =4.0 to 4.5 )

Quantity14

Rate1890

Amount 26460

Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy =125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety .Power Factor 0.95 , THD(I) 10% , driver current =750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min =4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Quantity-

Rate-

Amount -

High Power LED Flood Light Minimum lumen output 3700 lm

Quantity15

Rate2659

Amount 39885

Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish :

Quantity200

Rate483

Amount 96600

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding

Quantity280

Rate124

Amount 34720

Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP

Quantity-

Rate-

Amount -

For the 1st year of O&M after DLP

Quantity1

Rate246224

Amount 246224.7

For the 2nd year of O&M after DLP

Quantity1

Rate258536

Amount 258536.03

For the 3rd year of O&M after DLP

Quantity1

Rate271463

Amount 271463.11

For the 4th year of O&M after DLP

Quantity1

Rate285035

Amount 285035.87

For the 5th year of O&M after DLP

Quantity1

Rate299287

Amount 299287.9

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