Water Supply Scheme (Offtake Line, Extension of Sump with Electro - Mechanical Work, 15 Lac Liter Capacity ESR, Distribution Network), Providing and Laying Sewerage Network (Missing Lines), Providing and Laying Storm Water Network including O&M for 3 Years for entire work in TP-11A-B of Adalaj in GUDA Area.

Name of Work : Construction of Water Distribution Station (Extention) at TP-10-11-23 Adalaj in GUDA Area

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

01 Excavation for foundation for loose and soft soil including sorting out and

stacking of useful materials and disposing of the excavated stuff up to 50 meter

1395.00 a) From 0.0 to 1.5 m. m3 123.13 Rupees One Hundred

TwentyThree and Paise Thirteen

1340.00 b) From 1.5 to 3.0 m. m3 136.30 Rupees One Hundred ThirtySix

and Paise Thirty Only

1260.00 c) From 3.0 to 5.0 m. m3 149.65 Rupees One Hundred FourtyNine

and Paise SixtyFive Only

02 4130.00 Extra over item no. 1 above for lead from 50 m to 5 Kms. as directed. m3 103.26 Rupees One Hundred Three and

Paise TwentySix Only

03 810.00 Filling with available excavated earth (excluding rock) in trenches, plinth, m3 136.92 Rupees One Hundred ThirtySix

sides of foundation in layers not exceeding 20 cm in depth consolidating each and Paise NinetyTwo Only

deposited layer by ramming and watering.

04 121.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2coarse Sand :4 m3 4122.32 Rupees Four Thousand One

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred TwentyTwo and Paise

including cost of form work in Foundation and Plinth. ThirtyTwo Only

05 5.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 m3 3758.19 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work in Foundation & Plinth. Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

06 Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per

mix design by weigh batching using granite, quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork,

needle vibrated consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) upto 6 meter height / depth Av. G.L. for all

water retaining structures.

190.00 a) R.C.C. Raft, footings and base slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

130.00 b) R.C.C. walls m3 8083.00 Rupees Eight Thousand

EightyThree Only

5.00 c) R.C.C. staircase m3 8395.00 Rupees Eight Thousand Three

Hundred NinetyFive Only

6.00 d) Beams m3 8486.00 Rupees Eight Thousand Four

Hundred EightySix Only

60.00 e) Columns m3 9317.00 Rupees Nine Thousand Three

Hundred Seventeen Only

120.00 f) Top Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

07 Providing and cast in situ C.C. in grade M-25 proportions of ingredients as per

mix design by weigh batching using granite, quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork,

needle vibrated consolidation, curing and hydrulic testing etc. complete

(excluding cost of reinforcement) upto 6 meter height / depth Av. G.L. for all

water retaining structures.

2.00 a) R.C.C. beams, lintels and bracket for gantry or chain pully blocks, plinth m3 8347.00 Rupees Eight Thousand Three

beams, tie beams, weather shed etc. Hundred FourtySeven Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

6.00 b) R.C.C. slabs and platform m3 8077.00 Rupees Eight Thousand

SeventySeven Only

1.00 c) R.C.C. columns m3 9195.00 Rupees Nine Thousand One

Hundred NinetyFive Only

2.00 d) R.C.C. footings m3 8077.00 Rupees Eight Thousand

SeventySeven Only

3.00 e) R.C.C. walls m3 7936.00 Rupees Seven Thousand Nine

Hundred ThirtySix Only

08 59.00 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. work MT 77285.20 Rupees SeventySeven Thousand

including bending, binding and placing in position complete upto floor two Two Hundred EightyFive and

level. Paise Twenty Only

09 1.00 Grouting with1:3 cement, sand mortar for anchor bolt pockets, machine bases, m3 3628.28 Rupees Three Thousand Six

pipe sleeves, pockets holes, etc. including roughening and cleaning of concrete Hundred TwentyEight and Paise

surfaces, curing, etc. complete. TwentyEight Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

10 1000.00 Supplying, cleaning, cutting, bending, welding, fabricating, erecting structural Kg 88.38 Rupees EightyEight and Paise

steel in position irrespective of locations and levels as per drawing including ThirtyEight Only

handling and transport etc. complete including applying two coats of primer

red oxide and two coats of approved quality of paint over it etc. complete as

directed for gentry girder, platform, stairs, chequered plate for cable trench,

11 Providing and cast in situ C.C. in grade M-20 (proportions as per mix design

or as per table of IS456 2000 in masses by weigh batching) using granite,

quartzite trap metal of size 6 mm to 20 mm for RCC Work including

scaffolding centering formwork, needle vibrated consolidation, curing

complete up to 6 meter depth or height (excluding cost of reinforcement and

neat finishing) with centering and shuttering/ deshuttering etc. complete for

structure other than water retaining.

1.00 b) R.C.C. footings & Raft (without form work) m3 5292.00 Rupees Five Thousand Two

Hundred NinetyTwo Only

12 1280.00 Providing and applying with two coats 20 mm thick mala inside cement plaster m2 298.10 Rupees Two Hundred NinetyEight

with water proofing agent on inside of Sump of 12 mm thick backing coat of and Paise Ten Only

C. M. 1:4 (1 cement : 4 Coarse sand) and 8 mm thick top coat of C. M. 1:2 (1

cement: 2 coarse sand) etc. complete including necessary curing, scaffolding

required if any etc. complete.

13 Providing and applying 15 mm thick cement plaster in single coat on brick

work with floating coat of net cement slurry for interior plastering of wall &

Ceiling upto finished even and smooth in Cement motar 1 : 3 (1 cement :

sand) including racking out joint curing, scaffolding required if any, with

necessary cement finishing etc. complete as directed.

50.00 (i) Wall m2 236.03 Rupees Two Hundred ThirtySix

and Paise Three Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

30.00 (ii) Ceiling m2 262.08 Rupees Two Hundred SixtyTwo

and Paise Eight Only

14 670.00 Interior plain faced 15 mm thick cement plaster (1:3) with floating coat of neat m2 270.38 Rupees Two Hundred Seventy and

cement slurry on RCC ceiling where specified on drawings at two levels Paise ThirtyEight Only

including scaffolding, curing, etc. complete. This rate shall include moulding

where specified. The rate shall include 2% approved quality water proofing

compound (by weight) of cement.

15 110.00 Providing and applying 20 mm thick sand faced cement plaster on walls upto m2 315.69 Rupees Three Hundred Fifteen and

height 10 metres above ground level consisting of 12 mm thick backing coat of Paise SixtyNine Only

C.M. 1:3 (1-cement : 3-sand) and 8 mm thick finishing coat of C.M. 1:1 (1-

cement : 1 sand) etc. complete.

16 640.00 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand m2 376.51 Rupees Three Hundred SeventySix

: 4 graded stone aggregate 20 mm nominal size) including water proofing and Paise FiftyOne Only

compound finishing with a floating of neat cement slurry etc. complete laid in

one layer finished including necessary curing at bottom of sump and Staircase.

Average 50 mm thick

17 4.00 Providing & fixing F.R.C. MH seat cover incl. carting to the work site etc. No. 2380.00 Rupees Two Thousand Three

comp. Directed. 'F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Hundred Eighty Only

Frames Cover: 728mmø & 100 mm thick circular cover, 35.00MT load

design,100 x 2mm MS flat all round,16mm øplain round bar for lifting the

cover & should be fitted with plastic cups. Frame:560mm ø clear opening, -

888 x 888 x 175mm. On the upper periphery off rame 25x3 mm wide MS flat

should be well embed in concrete to protect the edges off rame. FRCE.H.D.-35

manhole cover & frame described as above.

18 8.00 Providing and fixing in position 150 mm diameter CI air ventilators including No. 1706.00 Rupees One Thousand Seven

fixing of jali grating and cover and painting the same. (weight 25 Kg. approx.) Hundred Six Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

19 1265.00 Providing and fixing Seven courses water profing treatment with bitumen felt m2 676.36 Rupees Six Hundred SeventySix

consisting of second and fourth course of blown / bitumen or/ and residual and Paise ThirtySix Only

bitumen applied hot at 1.2 kg.per Sq.M.of area for each course and first course

with fibre base bitunen saturated under lay type land third course with fibre

base self finished felt type 2 grade 1 and fifth and final course of stone grit

6mm and down size or pea sizes gravel spread at 0.008 Cu. Metre / Sq. metre

including preparation of surface excluding grading complete.

20 2.00 Providing and fixing in position 6.0 m high aluminium water level No. 13243.00 Rupees Thirteen Thousand Two

indicator made of 230 mm width and 4 mm thick aluminium sheet fixed on Hundred FourtyThree Only

angle 50 X 50 X 6 mm frame and bracing and fixing in concrete base as

per specification or as directed by Engineer in charge

21 50.00 Providing, Cement vata (10cm. X 10. cm. size) quarter round in cement motar Rmt 24.28 Rupees TwentyFour and Paise

1:1 including neat cement finishing, watering etc. complete TwentyEight Only

22 108.00 Providing 100 mm x 100 mm size vata in cement concrete (1:2:4) including Rmt 21.00 Rupees TwentyOne Only

water proofing compounds, smooth finish, curing, etc. complete for the

internal side of the sump, pump house and chlorination room.

23 26.00 Brick masonry in cement mortar (1:6) using common burnt clay building m3 4502.51 Rupees Four Thousand Five

bricks having crushing strength not less than 35kg/cm2 including scaffolding, Hundred Two and Paise FiftyOne

curing, etc. complete for walls, parapets, etc. at two levels. Only

24 150.00 Brick work using common burnt clay building bricks having crushing strength m3 4214.09 Rupees Four Thousand Two

not less than 35kg / Sq. C. M. in ramp, steps and Foundation & Plinth in Hundred Fourteen and Paise Nine

cement morter1:6 (1 cement : 6 coarse sand) including racking out joints, Only

curing, scaffolding required if any etc. complete, as directed.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

25 5.00 Half brick masonry in common brunt clay building bricks having crushing m2 671.91 Rupees Six Hundred SeventyOne

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - and Paise NinetyOne Only

coarse sand ) in foundation and plinth (B) Conventional

26 110.00 Wall painting (two coats) with plastic emulsion paint of approved brand and m2 83.18 Rupees EightyThree and Paise

manufacture on undecorated wall surface to give an even shade including Eighteen Only

thoroughly brushing the surface free from mortar droppings and other foreign

matter and sand prepared smooth.

27 80.00 Distempering (two coats) with oil bound distemper of approved brand and m2 112.58 Rupees One Hundred Twelve and

manufacture and of required shade on wall surface to give an even shade over Paise FiftyEight Only

and including a primer coat with distemper primer of approved brand, and

manufacture after thoroughly brushing the surface free from mortar dropping

and other foreign matter and also inclusive of preparing the surface even and

smooth etc. complete, as directed.

28 190.00 Applying two coats of putty & two coats of primer of approved brand and m2 40.59 Rupees Fourty and Paise FiftyNine

manufacture on new wall surface to give an even shade including thoroughly Only

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

29 4.00 Providing & fixing in position aluminum fully paneled doors with 15 micron m2 3500.00 Rupees Three Thousand Five

natural matt brush finish anodized as per over all size shown on the drawings Hundred Only

and aluminum sections of approved make conforming to IS:733 and IS :

made out of 102 mm x 45 mm x 1.90 mm thick aluminum outer frame section

weighing 1.640Kg/m. and shutter sections with bottom / lock rail 96 mm x

mm x 2.7 mm, top rail 48 mm x 45 mm x 2.70 mm weighing 1.38 Kg/m.

vertical styles 48 mm x 45 mm x 1.90 mm weighing 0.976 Kg/m. with rounded

sides, fixed with roll plugs and screws or with fixing clips, or with expansion

hold esters including necessary filling up of gaps at junctions, at top, bottom

and sides with required PVC/neoprene felt etc. and aluminum snap beading for

glazing / paneling, C. P. brass/stainless steel screws, including standard

anodized aluminum fittings and fixtures of approved make and of adequate

size and in adequate numbers, double action floor springs of approved make

for each shutter with standard pivot panels of 12 mm thick pre-laminated three

layer medium density, exterior grade particle board (termite proof, water proof

and fire proof)Grade 1, Type II conforming to IS : 12823 bounded with phenol

formaldehyde synthetic resin, of approved make including cost and fixing of

fixtures etc. complete as per detailed drawings with all lead and lifts.

30 13.00 Providing and fixing standared extruded of alluminimum section of size 63mm m2 1175.56 Rupees One Thousand One

x 38.10mm x 1.2mm (Jindal Section : 2434, @ Wt. 0.643 Kg/mt.) with colour Hundred SeventyFive and Paise

powder coated alluminium frame for ventilation with 5 mm thick frosted glass FiftySix Only

as details etc complete for Ventilation

31 7.00 Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- m2 678.93 Rupees Six Hundred SeventyEight

Cement : 2- coarse sand : 4-graded stone aggregate 6 mm nominal size) and Paise NinetyThree Only

reinforced with 1.6 mm dia. Mild steel wire including roughening,cleaning,

fixing and finishing in cement mortar 1:3 and curing complete. (B) 40mm thick

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

32 15.00 Providing & fixing in position aluminium grill with 15 micron natural matt m2 1975.00 Rupees One Thousand Nine

brush finish anodised as per over all size shown on the drawings and Hundred SeventyFive Only

aluminium sections of approved make conforming to IS:733 and IS :

made out of DG - 104 design ( Jindal or equivivelent ) fixed with required size

F channel, rawl plugs and screws or with fixing clips, or with expansion hold

esters including necessary filling up of gaps at junctions, at top, bottom and

sides with required PVC/neoprene felt etc. and aluminium snap beading for

glazing / panelling, C. P.brass/stainless steel screws, including standard

anodised aluminium fittings and fixtures of approved make and of adequate

size and in adequate numbers, including cost and fixing of fixtures etc.

complete as per detailed drawings with all lead and lifts.

33 10.00 Providing and laying polished Kota stone slab 20 to 25 mm thick in Sills & m2 1279.00 Rupees One Thousand Two

Jambs of doors, Windows & Vent laid on 10 mm thick cement mortar 1:3 (1 Hundred SeventyNine Only

cement : 3 coarse sand) and jointed with grey cement slurry including rubbing

and polishing etc. The rate Shall also include half round bullet edge complete

as directed by engineer inchage.

34 670.00 Paint on soffit of tank roof slab with 2 coats of bituminous paint including m2 113.00 Rupees One Hundred Thirteen

cleaning the surface by scrapping and air blowers as directed by engineer in- Only

35 20.00 Providing and fixing 40mm dia. GI pipe medium weight quality as openable Rmt 1550.00 Rupees One Thousand Five

type with angle iron support at 1.5 m c/c using 75 x 75 x 10 mm angles, 1 m Hundred Fifty Only

long with three rows of pipes as railing including necessary painting with two

coats of approved quality oil paint over one coat of approved primer including

necessary welding, bolting required, if any.

36 150.00 Painting two coats including priming coat on new steel & other metal surfaces m2 128.62 Rupees One Hundred TwentyEight

with enamel paint, brushing, interior to give an even shade including cleaning and Paise SixtyTwo Only

the surface of all dirt, dust, other foreign matter.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

37 Fixing the TMT reinforcement by Rebaring by Hilti or Equivalent for

1500.00 (i) 10mm Dia rebar No. 278.00 Rupees Two Hundred

SeventyEight Only

250.00 (i) 12mm Dia rebar No. 400.00 Rupees Four Hundred Only

38 Stitch core cutting by Hilti or Equivalent tools for any thick R.C.C. structure

including removal and disposal off all RCC material with all lead & lift with

all labour,Tools, machineries, required Scaffolding or platform etc. complete

as directed by engineer in charge.

3.00 *150 mm (6") Core dia. Rmt. 5350.00 Rupees Five Thousand Three

Hundred Fifty Only

3.00 *200 mm (8") Core dia. Rmt. 5700.00 Rupees Five Thousand Seven

39 10.00 Providing and fixing PVC pipe of 6Kg./cm2 of 140 mm dia for rain water with Rmt. 470.00 Rupees Four Hundred Seventy

40 40.00 Providing and laying chequered precast cement concrete tiles 22mm thick with m2 545.76 Rupees Five Hundred FourtyFive

aggegate of sizes upto 6mm in floors, treads of steps and landings on 20mm and Paise SeventySix Only

thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty :

coarse sand) joint with neat cement slurry with pigments to match the shade of

41 Providing and laying polished Kota stone slab flooring over 20 mm (average)

thick base of cement mortar 1:6 (1 cement : 6 coarse sand) laid over and

jointed with grey cement slurry including rubbing and machine polishing etc.

complete at office area over plinth of HT Room and top of sump.

50.00 25 mm thick m2 1019.39 Rupees One Thousand Nineteen

and Paise ThirtyNine Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

42 10.00 Providing and laying polished Kota stone slab 25 mm thick in riser of steps, m2 1226.46 Rupees One Thousand Two

dado & pillars, skirting, laid on 10 mm thick cement mortar 1:3 (1 cement : 3 Hundred TwentySix and Paise

coarse sand) and jointed with grey cement slurry including rubbing and FourtySix Only

polishing etc. complete at HT Room, LT Room, Office & PH etc.

43 440.00 Providing and fixing water tight construction or expansion joints. 150 mm dia Rmt 330.00 Rupees Three Hundred Thirty

wide thin ribbed PVC. Only

44 Providing,supplying ,fixing ISI mark Ductile Iron D/F manually gear operated

SLUICE VALVE including taxes, insurance, transportation, fright charges,

Octroi Inspection, charges, loading , unloading, conveyance to site stacking,

etc. complete valve with ISI mark only

PN 1.0 with hand wheel /cap operated (PD Type Short body)

2.00 f) 600 mm No. 126744.00 Rupees One Lacs TwentySix

Thousand Seven Hundred

FourtyFour Only

45 100.00 Demoliton and disposal of unserviceable materials with all lead and lift i) Unreinforcedm3

cement concrete

639.72 Rupees Six Hundred ThirtyNine

and Paise SeventyTwo Only

46 30.00 Demolition including stacking of serviceable materilas and disposal of unserviceable materials

m3 with all1110.75

lead and lift. (i)

Hundred Ten and Paise

SeventyFive Only

47 500.00 Dismentling steel work including distempering and stacking the materials with all lead and

kg lift. 3.85 Rupees Three and Paise

EightyFive Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF MECHANICAL & INSTRUMENTATION WORKS FOR WDS-06, TP-10 AT ADALAJ OF GUDA.

1.1.1 3 MECHANICAL WORK: Set 11,00,200 Rupees Eleven Lacs Two Hundred

HORIZONTAL SPLIT CASE CENTRIFUGAL PUMP SET (PUMP + MOTOR) Only

Supply, Installation, Testing and Commissioning (SITC) of horizontal mounted, side

suction & side delivery type Horizontal Split Casing Centrifugal Pump having CI

Casing, CF8M impeller & wear rings, SS410 Shaft & shaft sleeves, gland packed and

suitable to couple with Induction Motor.

SITC of approved make, energy efficient, Efficiency Class-IE3, Horizontal Foot

mounted, solid shaft, squirrel case, Induction Motor as per IS, 3Phase, 415V, 50Hz.,

AC supply, synchronous speed as per pump manufacture and having TEFC enclosure

with Class F insulation (temp. rise limited to Class B), with terminal box and auxillary

terminal box for RTD, BTD & Space Heater.

The scope also include all required accessories viz. CI/MSEP drain rim type base plate

base frame, Flex. coupling, coupling guard, foundation bolts, min 25 mm dia. G.I.

Class-B drain pipe up to drain channel, etc. complete as per IS/IEC and Specification

and also including in scope any other parts / accessories / fittings as required to

complete the work in all respects & satisfactory operation of pump set.

Pump Capacity: 1000 m3/hr,

Nominal Speed: 1500 RPM,

Pump Efficiency at Duty: Minimum 80.00%

Motor Rating: Minimum 160 kW (or higher as per IS and as recommended by pump

2.1.1 3 SITC of Manually Gear operated CI/DI Double Flanged, Sluice Valve conforming Nos. 54,819 Rupees FiftyFour Thousand Eight

to IS 14846, PN 1.0 with SS 304 seat rings and SS spindle with all hot dipped Hundred Nineteen Only

galvanised hardware's, bolts, nuts & washers, gaskets, etc. as per spcifications and

complete in all respect.

Size : 400 mm NB (At delivery of each HSCF Pump)

2.1.2 3 --- Item description as above --- Nos. 67,251 Rupees SixtySeven Thousand Two

Size : 450 mm NB (At suction of each HSCF Pump) Hundred FiftyOne Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

2.2.1 3 SITC of Non slam, flanged, Single Door type Non Return Valve conforming to IS Nos. 82,266 Rupees EightyTwo Thousand Two

5312 (Part-1), PN 1.0, having CI / DI body and door, CF8M seat rings alongwith all Hundred SixtySix Only

necessary hardwares as per specifications and complete in all respect.

Size : 400 mm NB (At delivery of each HSCF Pump)

3.1.1 3 SITC of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards and as per Nos. 16,500 Rupees Sixteen Thousand Five

specs. and complete in all respect. Hundred Only

Size : 400 mm NB x 300 mm (L) (At delivery of each HSCF Pump)

3.1.2 3 --- Item description as above --- Nos. 18,780 Rupees Eighteen Thousand Seven

Size : 450 mm NB x 300 mm (L) (At suction of each HSCF Pump) Hundred Eighty Only

4.1.1 3 MS PIPES & SPECIALS: RMT 6,654 Rupees Six Thousand Six Hundred

Supply, Gas cutting of pipe, Fabrication, welding, Installation, testing and FiftyFour and Paise TwentyFive

commissioning of MS pipe & Specials, reducer, expander, bend, Y-Joint, TEE etc. Only

conforming to IS 3589 & flanges confirming to IS 6392-PN-1.0, fabricated from MS.

plate with necessary supports & anchoring. Pipe fabricated from MS plate. (Excluding

supply of flange) as per specs. and complete in all respect.

Size : 406.4 mm OD X min. 8.8 mm Thk (for delivery line)

4.2.1 6 Supply, Welding, Installation, Testing & Commissioning of MS flat machined faced Nos. 3,540 Rupees Three Thousand Five

flanges confirming to IS 6392 & drilled as per IS-1538 with drilling off centre bolt Hundred Fourty Only

holes and flange thickness as per PN 1.0 including cutting & welding.

Size : 400 mm NB - Drilled

5.1.1 450 CI D/F PIPES KG 58 Rupees FiftyEight Only

Supply, installation, connection, testing and commissioning of double flanged suction

& delivery CI pipes conforming to IS 1536 / 1537, Class B with connection and

complete in all respect. The scope also includes connection with header.

Size: 350 mm to 650 mm dia. (for delivery line)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

5.2.1 850 CI D/F FITTINGS & SPECIALS KG 58 Rupees FiftyEight Only

Supply, installation, connection, testing and commissioning of Flanged suction &

delivery CI Fittings and Specials like 90 deg. Bend, Blind Flanges, Reducer / Enlarger,

Duck foot bend, TEE, etc. conforming to IS 1538 and complete in all respect.

Size: 350 mm to 650 mm dia. (for pump suction eccentric reducer & pump delivery

concentric expander)

6.1.1 6 Flanged Joints of Pipes, Fittings and Specials: Nos. 1,699 Rupees One Thousand Six

Supply, Installation, Making of Flanged CI / DI / MS / GI Pipes, Fittings and Specials Hundred NinetyNine Only

Joints with all jointing materials, rubber packing, nut bolts, labour etc. complete the

work in all respects.

Size: 400 mm dia.

7.1.1 500 Providing, Supply of Structure Steel at site of work with freight, loading, unloading kg. 65 Rupees SixtyFour and Paise

carting, etc. including all taxes and duties complete such as joints, channels, angles, EightyFour Only

Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (min. 8mm thickness)

for cable trench etc. required for support structure of all Electro-mechanical equipment,

piping, etc. for support on floor / wall / beam / brackets etc. as per tender and IS.

7.1.2 500 Labour Charges for lowering, laying, Fixing with fabrication various size section of kg. 11 Rupees Eleven and Paise ThirtySix

MS such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Only

Chequered plates, for cable trench etc Complete with two coats of red oxide and two

coats of approved colour shade of epoxy paint as per relevant IS and as per

8.1.1 1 All miscellaneous Civil Work including Ex. Pump foundation modification, Lot 75,000 Rupees SeventyFive Thousand

providing cut-outs, minor repairing / finishing works etc. Required civil works Only

including Valve, pipe & fittings foundations/support etc. and any other unforeseen /

emergency work during Installation of pump in running Wet well / Dry well etc. and all

other as required to complete the work in all respects and as required for installation

and satisfactory operation of all electro-mech. equipment’s as per the tender scope /

BOQ. and any other work not listed here in but required at Site / location as per

instruction of Engineer-In-Charge of client and as per the tender scope / BOQ.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

9.1.1 3 PRESSURE MEASURING SYSTEM: Nos. 2,213 Rupees Two Thousand Two

Supply, installation, testing & commissioning of Bourden type Pressure Guage Hundred Thirteen Only

glycerene filled having 150 mm dial with necessary fittings/accessories (Manifold

valve, nipples, etc. shall be in SS 316 only) as per specifications & complete in all

respects.Pressure gauge shall be provided on each Pump delivery side.

Range : 0 - 6 kg / sq.cm.

9.1.2 3 --- Item description as above --- Nos. 2,213 Rupees Two Thousand Two

Meas. Range: -1.0 - + 1.0 Kg/Cm2 (Compound gauge at suction of each pump) Hundred Thirteen Only

10.1.1 1 HOOKUP With Existing PLC Panel Lot 50,000 Rupees Fifty Thousand Only

Hookup of Proposed Pump Starter with existing PLC Panel shall be carried out by

success full bidder and Client/GUDA shall be arrange to provide the access in Existing

PLC Panel to succesfull bidder for hook of Proposed pump Starter and programming

in PLC Panel for auto operation of pump as per instruction of Client/ GUDA.

11.1.1 60 INSTRUMENT CABLE & ACCESSORIES MTR. 330 Rupees Three Hundred Thirty

'Supply, Laying, Installation, Connection, Termination, Testing & Commissioning of Only

Instrument Cables as per specs.

The unit rate shall include

a) Supply, loading & unloading of the cable at site from store.

b) Shifitng of cable from site store to place of installation.

c) Fixing of cable clamps, brackets, supports, route markers etc. where ever required to

fix the cables safely.

d) Excavation, back filling and levelling of ground alongwith laying of fine sand,

protection bricks and other necessary civil material for laying cables outside the

f) Testing and submission of sketches & reports of all the cables laid.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

12.1.1 6 CABLE END TERMINATION AND CONNECTION : Nos. 230 Rupees Two Hundred Thirty Only

'Supply, fixing, connection, testing and commissioning of double compression brass

cable glands and crimping type Bimetalic lugs / sockets with necessary tools and

equipments as specified in specifications and IS complete in all respects. The glands

and lugs / sockets shall be suitable for cable size and type mentioned above. The job

also includes earthing the glands and armour of the cable with common earth bar or

flexible copper mesh as applicable.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRICAL WORKS FOR WDS-06, TP-10 AT ADALAJ OF GUDA.

1.1 1 ELECTRICAL WORK: Set 4,77,612 Rupees Four Lacs SeventySeven

H.T. INDOOR SWITCH GEAR PANEL:- Thousand Six Hundred Eleven and

SITC of 11kV, 500 MVA, 630A, Indoor, Extensible type, Horizontal draw out, Paise EightyThree Only

Motorised spring charging mechanism type One No. outgoing Power feeder Vacuum

Circuit Breaker Panel to be fitted on existing 11KV HT Panel with required necessary

retrofitting & extension works in existing HT panel EC grade copper busbar along with

required Resin cast CT of 0.5/5P10, 15VA, Separate Trivector / Watt hour energy

meter of accuracy class of 0.5 (L&K Model ER 300P or equi. approved make model)

Digital MFM with RS 485 with 3 Line Display & of Class-0.5, Power factor meter,

110V DC Power pack, required control wiring for requirement of 110V AC from

existing PT for supply of 110V AC to proposed new power pack, Annunciator, Hooter,

Indicating lamps, Numerical Protection relay (Current & Voltage Based) with RS

with combined protection for 3O/C+1E/F, S/C etc. tripping relays, Trip ckt supervision

relay, Ammeter, A/M switch suitable for PLC/SCADA etc. complete in all respects

installation at existing HT Panel as per IS, Drawing & Specification.

1.2 50 SITC of H.V. CABLES Mtr. 2,218 Rupees Two Thousand Two

11 kV (E), 3C x 240 sq.mm., Aluminium, extruded innersheath, Armoured, XLPE , Hundred Seventeen and Paise

H.V Cable as per IS 7098 (part 2) and Tech. Specification. NinetySix Only

(Proposed HT cubicle panel to Tansformer 3)

1.3 2 SITC of the Indoor Heat shrinkable Termination: Nos. 4,798 Rupees Four Thousand Seven

Supply of Indoor H.T. cable end terminations Kit for 11 kV (E), 3C x 240 sq.mm. Hundred NinetyEight Only

XLPE armoured cable.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

2.1 1 DISTRIBUTION TRANSFORMER No. 9,81,864 Rupees Nine Lacs EightyOne

SITC of 500kVA, 11/0.433 kV, Oil filled, Outdoor Transformer continuously rated, 3- Thousand Eight Hundred

phase, 50 Hz, OFF Load Tap Changer, OCTC, ONAN cooled, copper double wound SixtyFour Only

core type, vector group Dyn11, Delta(HT)/Star(LT), Oil immersed winding with

temperature rise in oil / winding 40/45 deg.C above design temperature with neutral

brought out to connect to separate earthing including Terminal arrangement bushing /

cable Box on HT side & LT side, first fill of oil along with Fittings & accessories as

per Energy efficiency Level-2 of IS:1180 (Part-1):2021 and its latest ammendments

and as per Tender Specification.

Note: Transformer shall be suitable for parallel operation. Minimum requirement

shall be as below:

Both transformer shall have " Identical X/R ratio, phase angle shift, polarity, phase

sequence, frequency, position of tap changer. Turns ratio & voltage ratio".

2.2 40 Supply and levelling of Switch yard & transformer yard using gravel, fine sand and Sq.m. 340 Rupees Three Hundred Fourty

other required filing material, enmarked for the Switchyard & Transformer yard Only

including removing of trees or boulders etc. if any. The general level of the yard shall

be at a convenient level for movement of man and material and it should match with

FGL and as per Specification and Drg.

2.3 25 Supply and Installation of GI Chain link fencing frames with L angle/Channel post RMt. 1,060 Rupees One Thousand Sixty Only

around Transformer yard etc. as per Specification and Drg.

2.4 1 SITC of 3.0 mtr wide gate with GI chain link as per Specification and Drg. No. 10,660 Rupees Ten Thousand Six

Hundred Sixty Only

3.1 1 SITC with Retrofitting in existing PMCC working Panel for fixing of 800A FP Set 3,34,000 Rupees Three Lacs ThirtyFour

Microprocessor based EDO LSIG ACB with inbuilt RS485 MODBUS communication, Thousand Only

Breaker Control Switch (TNC), A/M switch, R,Y,B, ON, OFF, TCH, SC Indicating

lamps, Start, E-Stop Push buttons etc. This breaker shall be suitable & to be fitted in

existing vacant bus-coupler compartment between Incomer-1 & 2 in the existing

working PMCC panel at site as directed by the Engineer-in-Charge of client. All

necessary fabrication and rectification works shall be reviewed & executed in the

existing PMCC panel with SITC of required suitable bus bars and as per instruction of

Engineer-in-Charge's of client.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

3.2 1 SITC of PMCC Panel with Retrofitting & jointing in existing working PMCC Panel Set 10,03,000 Rupees Ten Lacs Three Thousand

and Extensible for proposed work: Only

PMCC Panel shall be compartmentalized, Floor mounted, Single /Double front / L Type

Shape or design as per site condition and praposed panel Bus bars & bus bar chamber shall

be match with existing PMCC panel bus bars & bus bar chamber and as per instruction of

Engg-in-charge of client. Panel shall be Extensible on both ends, suitable for Manual &

Auto operation -Local & through PLC/SCADA operation as per site conditions complete in

all respects as per Tender SLD / Specification / IS and including following as minimum:

(1) PROPOSED INCOMER-3 : FP, 800A, 50 KA Microprocessor EDO ACB LSIG with

inbuilt RS 485 MODBUS communication with Digital Voltmeter with VSS, Digital

Ammeter with ASS, Resin Cast CT-Cl : 0.5,10VA, Digital MFM with RS 485 with 3 Line

Display Cl. 0.5, Breaker Control Switch (TNC), A/M switch, Indicating lamps, Push

bottons etc,. with electrical & mechanical interlocking between Incomers and buscoupler.

(1.1) Surge protection device, 3P + N, Type 2 for lightning/surge protection. Load sensing

CT in Incomer & Busbar for APFC Panel, Cl.-0.5. Constant voltage/control voltage

transformer 1500VA, 415V/230V AC, with tapping +/-5% in steps of 2.5%, 32A DP MCB

& 25A Power contactor.

(2) BUS-COUPLER-2 : One no. FP 800A ACB (same as per Incomer)

(3-A) 800A TPN, 0.5m or as required as site requirements long EC grade AL Main

busbars links for connecting existing PMCC panel with praposed PMCC panel. (Bus

bars of 50KA fault level & size as per current density 0.8A/Sq.mm)

(3-B) 800A TPN, EC grade AL Main busbars. (Busbars of 50KA size and 50KA fault

level and Temperature rise with current density 0.8A/Sq.mm)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

(4) TRANSFORMER FIXED COMPENSATION FEEDER (15 kVAR): 1 Sets: rate incl in above price

Each comprising of 32A FP Thermal Magnetic MCCB, Ind. Lamp, with Capacitor

duty contactor, ON Delay timer, individual MCCB/MCB as per Tender SLD.

(5) 400A POWER FEEDER FOR 160 KW SOFT STARTER PANEL : 3 NOS :

Feeder comprising of 400A TPN Microprocessor MCCB LSIG, 50kA, Digital MFM

with RS-485 Cl. 0.5, CT, Indicating lamps, etc.complete in all respects.

(6) Multiplication relay as required for dry run protection of pumps.

NOTE: 1). All MCCB shall be 50KA, Ics = 100% Icu, inbuilt protection with adj

O/L and Adj.S/c (LSIG for MP MCCB),Extended rotary handle, Terminal

spreader, Auxiliary Change over contact and trip contact as required.

2) All MFM, ACB, Soft Starter,MPR,Temp.Scanner etc shall be with inbuilt RS

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

3.3 3 SOFT STARTER MCC PANEL FOR 160KW HSCF PUMP-MOTOR:- Set 6,08,000 Rupees Six Lacs Eight Thousand

SITC of Stand alone Soft starter Panel (50kA) cubical size minimum 1500(W), 1500 (H), Only

Stand mounted or as per site condition or as instructed by Engg.-in-charge, operating

height maximum 1800/1900 mm,suitable for Auto & Manual operation -Local & through

PLC/SCADA operation as per site conditions complete in all respects as per SLD /

Specification / IS and including following as minimum:

Each feeder comprising of Soft Starter with Internal/External bypass contactor for 160 kW

Motor or higher as per pump manufacturer reco. with soft starter rating minimum (317A @

50deg C) with suitable derating with detachable type door mounted display key pad and

with 400A TPN MP MCCB (LSIG), 400A, AC3 duty Line contactor, Semi conductor fuse,

MFM with RS-485, Resin Cast CT Cl: 0.5, SPP, Cooling fan, Space heater, Minimum Eight-

channel temprature scanner with RS-485, A/M, L/R switch, ON, OFF, TRIP Indication

&(Start & E-Stop) pushbutton etc. & LCS (PBS) for Actuator-valve with 16A FP MCB,

open,close,stop PB, open,close,trip & L/R indication & 2 nos. terminal strip, SP MCB etc.

Note : For Actuator LCS (PBS) shall be provide potential free contact for (open,close,trip &

L/R ) indication and terminal for Open,close and stop command because actautor shall be

operator from PLC Panel also in addition to LCS (PBS).

Heavy duty 8" Metalic Housing and Metal Impeller / Blade / Vanes of Minimum 2nos. or

higher as required at the top of the panel with canopy/hood etc.

APFC 85kVAR Separate cubical Capacitor Compartment with minimum 400mm(W)

with Soft Starter Cubical Panel (part of softstarter cubicle):

Comprising of 1 no. 200A TPN Thermal magnetic MCCB 50KA with 250A/5A CT Cl: 1.0,

85kVAr (25*2+10*2+5*3) fixed capacitor bank with cap. duty contactor, On delay timer,

Digital Ammeter with ASS & TP MCB, Indicating lamps, Push bottons as per Tender specs/

3.4 3 SITC of LCS pushbutton station ON & OFF (E-stop) with Ammeter set complete Nos. 3,150 Rupees Three Thousand One

with Enclosure, necessary mounting/ fixing arrangement on wall / pipe support etc. to Hundred Fifty Only

be installed near motors for remote operation, etc. as per IS and specifications.

(including structural steel)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

4.1 200 LOW VOLTAGE (LT) CABLES Mtr. 1,401 Rupees One Thousand Four

Supply, laying , testing and commissioning of 1.1 kV, A2XFY(X)/2XWY(X) XLPE Hundred and Paise EightySeven

insulated (IS 7098) AL / Cu stranded conductor, Extruded inner sheath cables as per Only

specification & IS.

The cable when laid outside the building shall be laid underground in trench with

brick & sand protection/in DWC pipes as per specified method and shall be laid in

prepared trench/ on cable tray when laid inside the building.

SITC of 3.5C x 300 sq. mm. A2XFY(X) Cable (3 runs for Transformer-3 to PMCC

panel incomer-3)

4.2 150 SITC of 3.5C x 185 sq. mm. A2XFY(X) Cable (2 runs each for PMCC panel to Mtr. 900 Rupees Eight Hundred NinetyNine

160KW Soft Starter cubicle Panel) and Paise NinetyOne Only

4.3 350 SITC of 3C x 150 sq. mm. A2XFY(X) Cable (2 run for each 160KW Soft Starter Mtr. 434 Rupees Four Hundred ThirtyFour

cubicle Panel to 160kW HSCF Pump motor) Only

4.4 220 SITC of 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable(For 1 no. Tr. Marshalling Mtr. 177 Rupees One Hundred SeventySix

Box, 3nos. For Space Heater) and Paise SeventyFive Only

4.5 170 SITC of 7C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) Mtr. 300 Rupees Three Hundred Only

4.6 100 SITC of 10C x 2.5 sq.mm. 2XWY(X) Cable (2 Run Tr. to HT Panel control cable) Mtr. 510 Rupees Five Hundred Ten Only

4.7 170 SITC of 10Triad x 1.0 sq.mm. individual triad and overall shielded with aluminum Mtr. 620 Rupees Six Hundred Twenty Only

mylar tape Signal Cable for RTD (winding & Bearing ) of motor.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

5.1 6 CABLE END TERMINATION AND CONNECTION: Nos. 976 Rupees Nine Hundred SeventySix

SITC of Double compression Ni-Plated brass cable glands and crimping type Only

Bimetallic lugs / sockets with necessary tools and equipment's as specified in

specifications and IS. The glands and lugs / sockets shall be suitable for cable size

and type mentioned below & as per specifications.

1) Earthing the glands and armouring with earthing clamp and jumper and also

connecting to common earth bar.

2) The job also includes, if necessary, supply & fixing of extension busbar of same

material on MCCB or panel board terminal / connector to connect more than one no.

of parallel cables or to connect higher size cable to lower size unit. The job also

includes earthing the glands and armour of the cable with common earth bar or flexible

copper mesh.(Cable termination qty. shall be as per site requirement)

SITC of 3.5C x 300 sq. mm. A2XFY(X) Cable (3 runs for Transformer-3 to PMCC

panel incomer-3)

5.2 12 Same as above but, 3.5C x 185 sq. mm. A2XFY(X) Cable (2 runs each for PMCC Nos. 594 Rupees Five Hundred NinetyFour

panel to 160KW Soft Starter cubicle Panel) Only

5.3 12 Same as above but, 3C x 150 sq. mm. A2XFY(X) Cable (2 run for each 160KW Soft Nos. 496 Rupees Four Hundred NinetySix

Starter cubicle Panel to 160kW HSCF Pump motor) Only

5.4 8 Same as above but, 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable(For 1 no. Tr. Nos. 49 Rupees FourtyNine and Paise

Marshalling Box, 3nos. For Space Heater) FourtyNine Only

5.5 6 Same as above but, 7C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) Nos. 210 Rupees Two Hundred Ten Only

5.6 4 Same as above but, 10C x 2.5 sq.mm. 2XWY(X) Cable (2 Run Tr. to HT Panel control Nos. 240 Rupees Two Hundred Fourty Only

5.7 6 Same as above but, 10Triad x 1.0 sq.mm. individual triad and overall shielded with Nos. 280 Rupees Two Hundred Eighty Only

aluminum mylar tape Signal Cable for RTD (winding & Bearing ) of motor.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

6.1 100 CABLE TRAY Mtr. 695 Rupees Six Hundred NinetyFour

SITC of G.I. (hot dip galvanised )Ladder type medium duty (2mm thick) Cable Tray and Paise EightyEight Only

with necessary bends, tees, reducers, covers and clamps for fixing. All material shall

be Hot dip galvanised. All hardware shall be Electro-galvanized/ SS 304 complete in

all respects as per Specification. And including all accessories.

600 x 100 mm - Ladder type

6.2 150 300 x 100 mm - Ladder type Mtr. 557 Rupees Five Hundred FiftySix and

Paise FiftyOne Only

6.3 250 150 x 50 mm - Ladder type Mtr. 279 Rupees Two Hundred

SeventyEight and Paise SeventySix

6.4 50 Supply, laying and erection of 125 mm (ID) approved make Double Walled Mtr. 325 Rupees Three Hundred

Corrugated pipes (DWC) of polyethelene (confirming to IS-14930 II) with necessary TwentyFive Only

connecting accessoies of same material at required depth for laying of cable below

ground / road surface for enclosing cable and back filling the same to make ground as

per original. (For HT cable).

6.5 100 Supply, laying and erection of 75 mm ID approved make Double Walled Corrugated Mtr. 144 Rupees One Hundred FourtyFour

pipes (DWC) of polyethelene (confirming to IS-14930 II) with necessary connecting Only

accessoies of same material at required depth for laying of cable below ground / road

surface for enclosing cable and back filling the same to make ground as per original.

6.6 50 Making Trench/ excavation in soft soil of suitable width and of depth (minimum Mtr. 46 Rupees FourtySix and Paise

750mm depth (LT) & 1000mm for HT) for laying cable/ DWC pipe and back filling FourtySix Only

the same and making the surface as normal ground as per IS & Ternder

Specification/Drg. (For laying of HT/LT cable)

6.7 50 Cable Protection/ Covering in Trench: Cable Covering with second class bricks or Mtr. 134 Rupees One Hundred ThirtyFour

cement tiles laid cover the cable (top) & also on both side with sand bedding/cusioning and Paise ThirtyThree Only

of 75mm.& covering of 150mm Layer of sand above cable (16 bricks per meter.) as

per IS & Tender Drg/ Specification. (For HT/LT cable protection) complete in all

respects as instructed by EIC.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

7.1 2 CHEMICAL EARTHING SYSTEM Set 10,594 Rupees Ten Thousand Five

SITC of Maintenance free chemical earthing (copper) with earthpit of minimum bore Hundred NinetyThree and Paise

size dia. 225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS- EightyNine Only

3043:1987 /Tech spec. made of corrosion free Pipes having Outer pipe dia of 48 mm

having 250 Micron copper plating, Inner corrosion free Hot dip galvanised (80 to

micron) pipe dia of 26 mm with copper flat strip type connection terminal 14mm dia

with constant ohmic value surrounded by highly conductive corrosion resistant

chemical compound with high charge dissipation suitable for electrical installation &

of 3Mtr. length of Pipe with two nos. 25Kg. bag of Back filling compound.. (2 nos.

Each for neutral of Tr.)

NOTE: Earthing Resistance value & date shall be painted on the chamber cover.

7.2 10 SITC of Maintenance free chemical earthing with earthpit of minimum bore size dia. Set 7,095 Rupees Seven Thousand

225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS- NinetyFive and Paise TwentyFive

3043:1987 /Tech spec. made of corrosion free Hot dip Galvanised (min 150 Microns) Only

Pipes having Outer pipe dia of 76 mm , Inner corrosion free Hot dip galvanised (80

to 100 micron) pipe dia of 26 mm with copper flat strip type connection terminal

14mm dia with constant ohmic value surrounded by highly conductive corrosion

resistant chemical compound with high charge dissipation suitable for electrical

installation & 3Mtr. length of Pipe with two nos. 25Kg. bag of Back filling compound.

(2 nos. Each for Tr.Body, 2nos. for LT Panel, 2nos. for motor & 4nos. for grid

earthing & all elect. Equipments)

NOTE: Earthing Resistance value & date shall be painted on the chamber cover.

7.3(a) 780 SITC of 50mm(w) x 8mm(T) etc. sizes as required, HOT dip galvanized GI Strip Kg. 78 Rupees SeventySeven and Paise

including supply & fixing using GI spacers, saddles when laid inside the building and SeventySeven Only

inclusive of excavation & refilling of earth when laid outside the building &

interconnection with earth pit & all electro-mechanical equipments.

(50X8 G.I Strip wt.3.12 kg/m, 3.12x250Mt.=780kg.)

7.3(b) 90 Supply, laying and erection of 25mm(w) x 3mm(T) etc. sizes as required, HOT dip Kg. 78 Rupees SeventySeven and Paise

galvanized GI Strip including supply & fixing using GI spacers, saddles when laid SeventySeven Only

inside the building and inclusive of excavation & refilling of earth when laid outside

the building & interconnection with earth pit & all electro-mechanical equipments.

(25X3 G.I Strip, 0.6 Kg/m, 0.6x150Mt.=90Kg.)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

7.3(c ) 56.4 Supply, laying and erection of 40mm(w) x 6mm(T) etc. sizes Copper Strip including Kg. 795 Rupees Seven Hundred

supply & fixing of bolts, saddles when laid inside the building and inclusive of NinetyFour and Paise EightySeven

excavation & refilling of earth when laid outside the building & interconnection with Only

earth pit & Tr. nutral. (40X6 Cu. Strip, 1.88 Kg/m, 1.88 x 30mtr.=56.4Kg.)

Copper Bolt,Nuts ,Washers shall be used for Connecting Earth electrode to individual

eqp. Bitumen shall be used at the place of joint/welding.

7.3(d) 36.05 SITC of 8 SWG HOT Dip Galvanized iron strip wire (For LDB, PDB, LCS, etc.) Kg. 78 Rupees SeventySeven and Paise

(8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 350Mt.=36.05) SeventySeven Only

8.1 80 INTERNAL WIRING Mtr. 79 Rupees SeventyEight and Paise

SITC of Mains & outlet points wiring with 1.1 kV grade FRLS PVC insulated ISI SeventyEight Only

marked flexible stranded copper conductor wires with medium class min. 25mm. dia.

Rigid PVC pipe and accessories to be erected concealed in / to be run on surface / wall

/ ceiling with following sizes as mentioned below. The unit rate wirings shall be with

connector, PVC junction box, wires, holder, ceiling rose, angle holder, switch, sockets,

switch board, brass chromium / cadmium plated machine screws, phase and neutral

wires, green Earth continuity wires etc. as required to complete wiring from LDB panel

to the final outlet termination points. The wiring shall be as per IS:732, IS:4648 and

as per tender specification / IS.

(a) SITC of Mains wiring with 3 wire 1.5 sq.mm.

8.2 80 As per Sr. No.-9.1 (b) SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender Mtr. 97 Rupees NinetySix and Paise

specification & IS. NinetySix Only

8.3 100 As per Sr. No.-9.1 (c) SITC of Mains wiring with 4 wire 1.5 sq.mm as per tender Mtr. 87 Rupees EightySix and Paise

specification & IS. EightySix Only

8.4 120 As per Sr. No.-9.1 (d) SITC of Mains wiring with 4 wire 2.5 sq.mm as per tender Mtr. 120 Rupees One Hundred Twenty and

specification & IS. Paise Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

8.5 27 SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & Nos. 329 Rupees Three Hundred

earth wire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC TwentyNine and Paise TwentySix

insulated multistrand copper wires , pipe to be erected concealed in flushed on wall / Only

ceiling, complete with 6A Tissino Type ISI marked flush type switch / bell push &

accessories erected on metal / PVC Box covered with 3 mm thick PC (Polycarbonate) /

Acrylic sheet with necessary lamp holder / ceiling Rose / H. D. connector as directed

with medium class Rigid PVC pipe & accessories.

8.6 2 SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire Nos. 291 Rupees Two Hundred Ninety and

of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated Paise EightyEight Only

multistrand copper wires with medium class Rigid PVC pipe and accessories to be

erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type

switch erected with earth continuity connection erected on Metal / PVC box covered

with 3 mm thick PC(Polycarbonet) / Acrylic sheet.

(1 no. at LT Room cum PH., 1 no. at office Room)

8.7 2 SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & Nos. 571 Rupees Five Hundred Seventy and

earthwire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC Paise SixtyFive Only

insulated multistrand copper wires with medium class Rigid PVC pipe and accessories

to be erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino

type switch erected with earth continuity connection erected on Metal / PVC box

covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet.

(1 no. at LT Room cum PH., 1 no. at office Room)

8.8 2 SITC of Single Phase 20A 3 Pin Matal clad Industrial Type Socket with plug top Nos. 820 Rupees Eight Hundred Twenty

and 20A SPMCB, suitable for flush mounting, in 16 SWG MS box of suitable size Only

and covered with 3 mm thick electrical grade hylam sheet or eqivalent ISI marked

Electrical grade bakelite sheet and earthing with 2.5 sq.mm insulated copper wire run

inside the conduit including interconnections etc. complete as required.

(1 no. at LT Room cum PH., 1 no. at office Room)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

9.1 10 LED LIGHT FIXTURES & LIGHTING: Nos. 590 Rupees Five Hundred EightyNine

SITC of Indoor wall mounting 20Watt or up to 25% higher wattage LED 4 feet and Paise EightyFour Only

Tube Light indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on

single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA polyester powder coated and high U.V. & corrosion

resistance with diffuser and/or Polycarbonate optics with company mark/name

120 to 300 V,Power Factor more than 0.9, THD < 10 %,

CCT 4000 K to 6500K, Uniformity ratio >0.7,

Luminaire efficacy> 85 lumens/watt

LED driver efficiency > 85 %

(Each fitting required LM-79 & LM-80 Certificates)

Tube Light with integral / non-integral driver, Surge-4KV,IP-20, 4 feet, Cat-III

9.2 2 Item description as per Sr. No. 8.1.1 SITC of 7 watts LED Lamps integral type,cool Nos. 220 Rupees Two Hundred Twenty and

white with PC diffuser suitable for B22 LAMP holder Paise Eighteen Only

9.3 4 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down Set 1,597 Rupees One Thousand Five

rod, canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to Hundred NinetySix and Paise

operate on 230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted EightyOne Only

with white colour.

9.4 6 SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High Nos. 5,194 Rupees Five Thousand One

power White LEDs wattage of 1Watt and above assembled on single MCPCB, Hundred NinetyFour and Paise

efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum FourtyThree Only

housing with smooth finish powder coated and heat sink extruded aluminium with

diffuser and Polycarbonate optics/ lenses with company mark/name engraved or

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >

( Each fittings required LM-79 & LM-80 certificates)

(IP-65), Surge -4KV Cat-III

For Indoor use: ( Pump House)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

9.5 10 SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on Nos. 559 Rupees Five Hundred FiftyEight

20 cms x 20 cms x 3 mm thick M.S. base plate, erected on wall or corner for mounting and Paise FiftyThree Only

luminaire with necessary hardware materials duly painted for wall mounting indoor

flood light fixtures on Wall of Buildings & post top lantern.

10.1 5 EXTERNAL LIGHTING (Flood LIGHT): Nos. 6,088 Rupees Six Thousand EightyEight

SITC of 70W LED Wall mounted LED Flood Light fittings with High power White and Paise TwentyEight Only

LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than

130 lm/w and corrosion free High pressure die cast aluminum housing with smooth

finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company mark/name engraved or embossed

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >

( Each fittings required LM-79 & LM-80 certificates)

(IP-65), Surge -4KV Cat-III

For Outdoor use: (area lighting)

11.1 5 SAFETY ACCESSORIES Nos. 8,672 Rupees Eight Thousand Six

SITC of following safety accessories complete with necessary fixing brackets, other Hundred SeventyOne and Paise

accessories and tools etc. as required to complete the job. EightySix Only

Supply & Erecting carbon dioxide (CO2) fire extinguisher of 6.5kg capacity with

necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts grouted in wall

(For 1 no. X'mer, 1 no. HT Room, 1 no. for LT Room 1no. for PH., 1no. at office

11.2 2 Supplying of standard first AID box with antiseptic cream, medicine for use on wounds Nos. 300 Rupees Two Hundred NinetyNine

due burn, crepe bandage, guage bandage, medicated ready to use bandage (Band-aid) and Paise NinetySeven Only

adhesive tape for medicinal user, scissors, antiseptic solution (Savlon or similar) etc.

(All above contents shall be of standard makes)

(1 no. for LT Room, 1no. at office room)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

11.3 2 Supply & fixing of printed instruction (First Aid) Chart both in English and Gujarati Nos. 130 Rupees One Hundred Thirty and

and duly framed with front glasses, for treatment of person suffering from electric Paise TwentyNine Only

shock. (1 no. for LT Room, 1no. at office room)

11.4 1 Supplying & fixing of floor mounting stand for keeping four nos. of FIRE buckets Nos. 1,799 Rupees One Thousand Seven

comprising 1500 mm in length, 900 mm height frame made out of 30mm X30 mm X 4 Hundred NinetyEight and Paise

mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with EightyOne Only

one coat of red lead and two coats of approved enamelled silver paint.

(For Tr. 1 & 2, DG set)

11.5 2 Supply and fixing of 20 W LED operated emergency light with maintenance free Nos. 2,670 Rupees Two Thousand Six

battery for 4 hours operation during mains power failure. Hundred Seventy Only

11.6 3 Supply and laying of Synthetic Insulating Mat of Class - B of min. thickness 2.5mm Sq.mtr. 3,082 Rupees Three Thousand

as per IS:15652 and with good electrical insulation property for 11kV/22KV as per site EightyOne and Paise FiftyOne

requirement. (for HT Panel) Only

11.7 10 Supply and laying of Synthetic Insulating Mat of Class - A of min. thickness 2mm as Sq.mtr. 1,027 Rupees One Thousand

per IS:15652 and with good electrical insulation property for 1.1KV/3.3KV as per site TwentySeven and Paise Seventeen

requirement. (For LT Panel) Only

11.8 1 Providing pair of rubber hand gloves ISI make suitable for working on 22 KV supply No. 214 Rupees Two Hundred Fourteen

and Paise Twelve Only

12 1 LIASONING CHARGES FOR OBTAINING NOC Ls. 25,000 Rupees TwentyFive Thousand

Power Liasoning Charges for obtaining N.O.C from Electrical Inspector / Statutory Only

authority for Power / Ele. Installation. (Fees shall be paid by tenderer for obtaining

N.O.C. from Electrical Inspector / Statutory authority on behalf of client and shall be

reimbursed on submission of original receipt to Client).

Liasoning Charges shall include preparing required attested documents & drawing for

obtaining NOC on behalf of client (Applicable Fees / deposits shall be reimbursed by

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

SCHEDULE OF QUANTITIES & RATES FOR SITC OF ELECTRICAL, MECHANICAL & INSTRUMENTATION WORKS

FOR EX. WDS-06, TP-10 AT ADALAJ OF GUDA.

1 1 OFFICE FURNITURE No 8,000 Rupees Eight Thousand Only

Office Table of size 1200 mm length X 600 mm width

1.1 2 Steel Office chair Nos 3,500 Rupees Three Thousand Five

2.1 1 Magger of range 0 -1000V No 6,000 Rupees Six Thousand Only

2.2 1 Clipon meter (Battery operated) satisfying the following. No 8,000 Rupees Eight Thousand Only

(i)With 0.100 mA, 0-1 A and 0-200 A AC

(iii) Least five (0-100) m.Ohm,(0-1) Ohm, (0-10) Ohm, (0-100) Ohm, (0-1000) Ohm.

(iv) The input impedence shall not be less than one maga ohms for voltage range.

2.3 1 Single Phase Elect. Portable Air blower 1500 RPM No 6,000 Rupees Six Thousand Only

3 1 LADDER No 15,000 Rupees Fifteen Thousand Only

Ladder shall be made out of light aluminium allow of good strength. They shall be of

step ladder, foldable, self supportig type with sperader of metalic angles or high

PROVIDING AND LAYING RISING MAIN FROM EXISTING 900 MM DIA. DI K-9 TRUNKMAIN TO PROPOSED ESR(6/2) IN TP-11B OF GUDA AREA

01 Excavation for pipe line trenches distribution network, valve chambers for all

required gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified.In all sort of soils and soft murrum

11095.00 a) 0 to 1.5 mt. Depth m3 89.00 Rupees EightyNine Only

2605.00 b) 1.5 to 3 mt. Depth m3 98.00 Rupees NinetyEight Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

02 Providing and supplying DI K-7 grade pipe with EPDM gasket for following

nominal bore diameter with internal cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to site, stacking etc. complete. (IS 8329-2000).

3195.00 a) 900 mm dia. DI pipe (K-7) Rmt 18581.00 Rupees Eighteen Thousand Five

Hundred EightyOne Only

03 Lowering, laying and jointing DI Pipes of various classes with specials of

following diameters in propoer position grade and alignment as directed by

Engineer in charge.

3195.00 a) 900 mm dia. DI pipe (K-7) Rmt 766.00 Rupees Seven Hundred SixtySix

04 280 Providing and laying cement concrete M20 for thrust block and encasing m3 4,422 Rupees Four Thousand Four

including formwork but excluding the cost of reinforcement with curing etc. Hundred TwentyTwo and Paise

complete, as directed. FourtySeven Only

05 7 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. work MT 77,285 Rupees SeventySeven Thousand

including bending, binding and placing in position complete upto floor two Two Hundred EightyFive and

level. For Encasing and Thrust Block Paise Twenty Only

06 5 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 m3 3,758 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work. For thrust block Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

07 Providing,supplying ,fixing ISI mark Ductile Iron D/F manually gear operated

SLUICE VALVE including taxes, insurance, transportation, fright charges,

Octroi Inspection, charges, loading , unloading, conveyance to site stacking,

etc. complete valve with ISI mark only

PN 1.0 with hand wheel /cap operated (PD Type Short body)

2.00 a) 600 mm No. 126744.00 Rupees One Lacs TwentySix

Thousand Seven Hundred

FourtyFour Only

08 Providing and supplying CI/DI Tamper proof /Bi Stream Air valves with SS

304 Float gun metal nozzle of approved make & quality of following class and

diameter including all taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental stores, stacking

etc. complete. With isolating sluice valve PN

1.00 a) 200 mm No. 40595.00 Rupees Fourty Thousand Five

Hundred NinetyFive Only

9 Lowering, laying & jointing in position following air Valves including cost of

all labour, jointing material, including nut bolts & giving satisfactory hydraulic

testing, etc. complete. With Isolating Sluice Valve PN

1.00 a) 200 mm No. 857.00 Rupees Eight Hundred FiftySeven

10 11455 Refilling the pipeline trenches including ramming,watering, consolidating m3 22 Rupees TwentyTwo Only

disposal of surplus stuff as directed within a radium of 3 Km.

11 4110 Carting and recarting of materials such as murum,earth, kapchi, gravel, brick m3 103 Rupees One Hundred Three and

bats, kankar, sand, debris etc. from the site to approved location, including Paise TwentySix Only

loading, unloading, stacking and spreading etc.complete.i) 0 to 5 Km.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

12 D.I. Specials - Manufacture, Supply,Delivery of Ductile Iron flanged Socket

Spigot Bends, tees,reducers or any other specials as per BS-EN-545/1995

Class-A series K12 suitable for use with D.I Pipes manufactured as per

IS:8329/1994 delivery of specials to site of works any where in Gujarat

including fixing, all taxes, loading, unloading, carting, stacking,insurance,

inspection charges, octroi etc. complete.(10% of pipe cost)

39320.00 a) Above 300 mm dia Kg 151.00 Rupees One Hundred FiftyOne

13 Construction of chambers in RCC M30 with Ordinary Portland cement with

TMT Fe-500 reinforcement, PCC150 mm thick in M 15 ,15 mm thick inside

cement plaster in C.M.1:3 and depth of chamber from G.L. to pipe invert level

including complete civil works and inclusive of the cost of excavation,

refilling and PVC foot steps including providing RCC Slab in one single piece

with fixing of FRC (heavy duty) manhole frame and cover or RCC 25 Precast

slab in parts with key hole etc. complete.

75.00 a) 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

60.00 b) 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

6.00 PCC M-15 m3 3758.19 Rupees Three Thousand Seven

Hundred FiftyEight and Paise

14.00 R.C.C. Wall m3 8083.00 Rupees Eight Thousand

EightyThree Only

5.00 RC.C. Top Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

8.00 RC.C. Base Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

3.00 TMT Fe-500 Reinforcement MT 77285.20 Rupees SeventySeven Thousand

Two Hundred EightyFive and

Paise Twenty Only

60.00 15 mm thick Inside Cement m2 185.41 Rupees One Hundred EightyFive

and Paise FourtyOne Only

Plaster in CM 1 :

3.00 FRC Manhole No. 2380.00 Rupees Two Thousand Three

Hundred Eighty Only

75.00 Refilling m3 22.00 Rupees TwentyTwo Only

21.00 PVC steps No. 87.00 Rupees EightySeven Only

14 6450 Extra rate over item of excavation of earth for excavation of asphalt Smt 200 Rupees Two Hundred Only

pavement/RCC of thickness upto 0.30 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the

material as directed.up to 0.30 meter (By any type of Breaker Machine or

R.C.C Cutter machine including cost of operator, fuel & transportation etc

15 6450 Reinstatement of Bituminous road including with 40 mm thick Bituminous Smt 1,801 Rupees One Thousand Eight

Concrete using 5.4 % Asphalt ,50 mm thick DBM using 4.5 % Asphalt with Hundred One Only

tack coat using RS 1 emulsion @ 2.5 Kg/Sqm , with Tack coat using RS

emulsion @ 2.5 Kg/Sqm, Prime coat with SS 1 emulsion @ 7.5 kg/Sqm,250

mm thick WMM , 200 mm thick GSB I loosening and recompacting ground

as per respective MoRTH specification and as directed by engineer in charge.

16 645 Dismentaling of the existing structure including removing and stacking the m3 421 Rupees Four Hundred Twenty and

dismentelled materials as and where directed (b) Rubble Masonary Paise NinetyTwo Only

17 50 Dewatering by pumping set of required capacity including temporary platform HP/ hr. 18 Rupees Eighteen and Paise

carting pumping at site and fixing the same in position including all ThirtyTwo Only

accessories, and fuel and labour etc. complete.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

Pipe Pushing work for Crossing 900 mm dia DI K-9 Pipe by 1400 mm dia RCC NP4 pipe for ONGC

01 30 Laying 1.4 m. dia. RCC NP4 pipe (by Pushing method) of required length Rmt. 43,060 Rupees FourtyThree Thousand

including open excavation for thrust bed necessary form work, concreting, Sixty Only

curing, vibrating , pushing etc. complete as per contractor's own design

approved by competent authority based on approved GAD by competent

The item includes

(a) Providing and laying M-25 grade for cast in situ thrust bed and thrust wall

with necessary excavation with shoring and strutting, formwork, curing,

vibrating as per contractor's own design approved by Authority.

(b) Providing and fixing TMT-Fe-500D bars including thrust bed and thrust

wall including supplying, cleaning, cutting, bending and placing in

position, lapping, binding with 16 SWG soft iron wire irrespective of

locations and levels

(c) Providing front shield, intermediate shield, jointing, jacking rigs, sliding

channels spacers etc. All the structural steel used except intermediate

shields will be ownership of contractor after pushing work is completed.

(d) Pushing with hydraulic jack without disturbance to pavement including

all necessary excavation for thrust bed and thrust wall, necessary shoring

and strutting required, necessary dewatering required if any, excavation

within the Pipe with all necessary refilling upto ground level after pushing

work completed including carting of extra earth upto a lead of 5 Kms.

This also includes necessary labour cost for pushing and including

necessary cost of hydraulic pipe and oil for hydraulic jacks including

necessary depreciation cost of jack.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

(e) Applying 2 coats of approved quality epoxy painting on precast units after

casting work completed including necessary groutings with cement

between two precast units after pushing work is completed.

02 Excavation for foundation for construction of RCC chambers for pushing work

with shoring & strutting if required as per required gradient and line including

all safety provision using site rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete for all lift and strata as

specified. In all sorts of Soil and murrum.

35.00 a) For depth upto 1.5 m. m3 89.00 Rupees EightyNine Only

35.00 b) For depth greater than 1.5 m upto 3.0 m m3 98.00 Rupees NinetyEight Only

31.00 c) For depth greater than 3.0 m upto 4.5 m m3 103.00 Rupees One Hundred Three Only

03 Construction of chambers on both side of pushing work built in RCC M30

with Ordinary Portland Cement with TMT Fe-500D reinforcement, PCC

mm thick in M 15, RCC M30 for wall, base slab and top slab, including

formwork etc. complete. Concrete work should be fair finish.

4.00 a) PCC (M-15) m3 3758.19 Rupees Three Thousand Seven

Hundred FiftyEight and Paise

6.00 i) Top Slab m3 8083.00 Rupees Eight Thousand

EightyThree Only

6.00 ii) Bottom Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

19.00 iii) Wall m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

3.88 c) Reinforcement TMT Fe-500D MT 77285.20 Rupees SeventySeven Thousand

Two Hundred EightyFive and

Paise Twenty Only

04 80.00 Providing and applying 15 mm thick cement plaster in single coat on concrete m2 185.41 Rupees One Hundred EightyFive

work for interior plastering to RCC chambers finished even and smooth in and Paise FourtyOne Only

Cement mortar 1:3 (1 cement : 3 sand) including racking out joint curing,

scaffolding required if any, 'with necessary cement finishing etc. complete as

05 27.00 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand m2 315.69 Rupees Three Hundred Fifteen and

: 4 graded stone aggregate 20 mm nominal size) including finishing with a Paise SixtyNine Only

floating of neat cement etc. complete laid in one layer finished including

necessary curing and with ordinary Portland cement, 40 mm thick to RCC

06 2.00 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. No. 2380.00 Rupees Two Thousand Three

Directed. Hundred Eighty Only

F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers & Frames Cover:

728mmø & 100 mm thick circular cover, 35.00MT load design,100 x 2mm MS

flat all round,16mm øplain round bar for lifting the cover & should be fitted

with plastic cups. Frame:560mm ø clear opening, -888 x 888 x 175mm. On

the upper periphery off rame 25x3 mm wide MS flat should be well embed in

concrete to protect the edges off rame. FRCE.H.D.-35 machinehole cover &

frame described as above.

07 16.00 Providing and fixing water tight construction or expansion joints 150 mm. dia. Rmt 330.00 Rupees Three Hundred Thirty

Wide thin ribbed PVC Only

08 30.00 Extra rate over item of excavation of earth for excavation of asphalt Sq.m. 200.00 Rupees Two Hundred Only

pavement/RCC of thickness upto 0.3 mt. ( By any kind of breaker machine)

including cost of operator , fuel & transportation etc. complete

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

09 Providing and supplying lSI Standard R.C.C. pipes (OPC) in standard lengths

of following class and diameter suitable Collar joints or rubber rings joints

including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking etc.

complete. (IS - 458/ 2021)

'Note : One rubber ring should be supplied with each full length socketed pipe,

cost included in rates below.

RCC NP4 Pipe (with OPC Cement)

30.00 1400 mm dia. Rmt. 14077.00 Rupees Fourteen Thousand

10 Providing, supplying, lowering, laying in Pipe & Jointing DI K-9 grade pipe SeventySeven Only

for following nominal bore diameter with internal cement mortar lining

including all taxes, insurance, transportation, freight charges, Octroi,

inspection charges, loading unloading, conveyanceto stores, stacking,

lowering, laying and jointing etc. complete as per IS 8329-2000.

30.00 i) 900 mm dia. DI pipe (K-9) Rmt. 23107.00 Rupees TwentyThree Thousand

One Hundred Seven Only

11 50.00 Refilling the pipeline trenches incl. ramming, watering, consolidating m3 22.00 Rupees TwentyTwo Only

desposal of surplus stuff as directed within a radius of 3 km.

12 29.00 Providing and fixing plastic moulded reinforced steps with 10 mm TOR steel No. 87.00 Rupees EightySeven Only

bar with plastic polyproclene (P.P.) material (vergin)etc complete.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

Pipe Pushing work for Crossing 900 mm dia DI K-9 Pipe by 1400 mm dia RCC NP4 pipe for National Highway

01 60.00 Laying 1.4 m. dia. RCC NP4 pipe (by Pushing method) of required length Rmt. 24790.00 Rupees TwentyFour Thousand

including open excavation for thrust bed necessary form work, concreting, Seven Hundred Ninety Only

curing, vibrating , pushing etc. complete as per contractor's own design

approved by competent authority based on approved GAD by competent

The item includes

(a) Providing and laying M-25 grade for cast in situ thrust bed and thrust wall

with necessary excavation with shoring and strutting, formwork, curing,

vibrating as per contractor's own design approved by Authority.

(b) Providing and fixing TMT-Fe-500D bars including thrust bed and thrust

wall including supplying, cleaning, cutting, bending and placing in

position, lapping, binding with 16 SWG soft iron wire irrespective of

locations and levels

(c) Providing front shield, intermediate shield, jointing, jacking rigs, sliding

channels spacers etc. All the structural steel used except intermediate

shields will be ownership of contractor after pushing work is completed.

(d) Pushing with hydraulic jack without disturbance to pavement including

all necessary excavation for thrust bed and thrust wall, necessary shoring

and strutting required, necessary dewatering required if any, excavation

within the Pipe with all necessary refilling upto ground level after

pushing work completed including carting of extra earth upto a lead of

Kms. This also includes necessary labour cost for pushing and including

necessary cost of hydraulic pipe and oil for hydraulic jacks including

necessary depreciation cost of jack.

(e) Applying 2 coats of approved quality epoxy painting on precast units after

casting work completed including necessary groutings with cement

between two precast units after pushing work is completed.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

02 Excavation for foundation for construction of RCC chambers for pushing work

with shoring & strutting if required as per required gradient and line including

all safety provision using site rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete for all lift and strata as

specified. In all sorts of Soil and murrum.

35.00 a) For depth upto 1.5 m. m3 89.00 Rupees EightyNine Only

35.00 b) For depth greater than 1.5 m upto 3.0 m m3 98.00 Rupees NinetyEight Only

31.00 c) For depth greater than 3.0 m upto 4.5 m m3 103.00 Rupees One Hundred Three Only

03 Construction of chambers on both side of pushing work built in RCC M30

with Ordinary Portland Cement with TMT Fe-500D reinforcement, PCC

mm thick in M 15, RCC M30 for wall, base slab and top slab, including

formwork etc. complete. Concrete work should be fair finish.

4.00 a) PCC (M-15) m3 3758.19 Rupees Three Thousand Seven

Hundred FiftyEight and Paise

6.00 i) Top Slab m3 8083.00 Rupees Eight Thousand

EightyThree Only

6.00 ii) Bottom Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

19.00 iii) Wall m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

3.88 c) Reinforcement TMT Fe-500D MT 77285.20 Rupees SeventySeven Thousand

Two Hundred EightyFive and

Paise Twenty Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

04 80.00 Providing and applying 15 mm thick cement plaster in single coat on concrete m2 185.41 Rupees One Hundred EightyFive

work for interior plastering to RCC chambers finished even and smooth in and Paise FourtyOne Only

Cement mortar 1:3 (1 cement : 3 sand) including racking out joint curing,

scaffolding required if any, 'with necessary cement finishing etc. complete as

05 27.00 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand m2 315.69 Rupees Three Hundred Fifteen and

: 4 graded stone aggregate 20 mm nominal size) including finishing with a Paise SixtyNine Only

floating of neat cement etc. complete laid in one layer finished including

necessary curing and with ordinary Portland cement, 40 mm thick to RCC

06 2.00 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. No. 2380.00 Rupees Two Thousand Three

Directed. Hundred Eighty Only

F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers & Frames Cover:

728mmø & 100 mm thick circular cover, 35.00MT load design,100 x 2mm MS

flat all round,16mm øplain round bar for lifting the cover & should be fitted

with plastic cups. Frame:560mm ø clear opening, -888 x 888 x 175mm. On

the upper periphery off rame 25x3 mm wide MS flat should be well embed in

concrete to protect the edges off rame. FRCE.H.D.-35 machinehole cover &

frame described as above.

07 16.00 Providing and fixing water tight construction or expansion joints 150 mm. dia. Rmt 330.00 Rupees Three Hundred Thirty

Wide thin ribbed PVC Only

08 30.00 Extra rate over item of excavation of earth for excavation of asphalt Sq.m. 200.00 Rupees Two Hundred Only

pavement/RCC of thickness upto 0.3 mt. ( By any kind of breaker machine)

including cost of operator , fuel & transportation etc. complete

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

09 Providing and supplying lSI Standard R.C.C. pipes (OPC) in standard lengths

of following class and diameter suitable Collar joints or rubber rings joints

including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking etc.

complete. (IS - 458/ 2021)

Note : One rubber ring should be supplied with each full length socketed pipe,

cost included in rates below.

RCC NP4 Pipe (with OPC Cement)

60.00 1400 mm dia. Rmt. 14077.00 Rupees Fourteen Thousand

SeventySeven Only

10 Providing, supplying, lowering, laying in Pipe & Jointing DI K-9 grade pipe

for following nominal bore diameter with internal cement mortar lining

including all taxes, insurance, transportation, freight charges, Octroi,

inspection charges, loading unloading, conveyanceto stores, stacking,

lowering, laying and jointing etc. complete as per IS 8329-2000.

60.00 i) 900 mm dia. DI pipe (K-9) Rmt. 23107.00 Rupees TwentyThree Thousand

One Hundred Seven Only

11 50.00 Refilling the pipeline trenches incl. ramming, watering, consolidating m3 22.00 Rupees TwentyTwo Only

desposal of surplus stuff as directed within a radius of 3 km.

12 29.00 Providing and fixing plastic moulded reinforced steps with 10 mm TOR steel No. 87.00 Rupees EightySeven Only

bar with plastic polyproclene (P.P.) material (vergin)etc complete.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

15 Lacs. Litre capacity 21 mt. Staging Height Overhead Tank (ESR) in FP-177 of TP-11B Part of GUDA Area

1 RCC ESR (Description of item for turnkey tender)

Designing, structurally (and aesthetically) complying Provisions of relevant lndian

standards and constructing 15 Lac litre capacity 21 mt. staging height RCC

Elevated Service Reservoir (RCC M-30 grade concrete and reinforcement TMT

Fe-500) of the below mentioned size using latest S.B.C. of proposed site, Seismic

zone-03, Wind speed Zone. Including (1) Container shape any suitable type(or as

specified). (2) Staging consisting of column brace trestle / combination column-

brace trestle and shaft as appropriate(or as specified) and (3). This includes

excavation in all types of soil strata(induding hard rock ). casting100 mm thick P

C.C. levelling course in M-10 . Refilling the pit with proper soil and disposing

of the surplus stuff at all required lead. (4) This will also include cement plaster

in CM 1:3 with approved water proofing compound all over inside container (ie.

walls, base, top slab/dome bottom etc. all). (5) Providing and fixing of any

accessories(specified) like MS / GI ladder, Cl Manhole frame and covers, water

level indicator , lightening conductor, Gl Pipe railing around walk way, at roof

level, at gallery and around landing of inside shaft, Adequate cowl type

ventilators or lantern type ventilator with stainless steel jali. (6) Scope of work

includes constructing RCC spiral staircase with adequate tie beams, staircase

footing , ventilating shaft and ventilators as well as door in shaft, SS grating to be

provided to outlet pipe (Inside container) for safety. (7) including providing and

applying three coats of cement paint/snowcem (as specified) to the whole structure.

(8) It also includes satisfactory water tightness test as per relevant I.S Code and

painting name of scheme & capacity on the tank as per direction of engineer in

charge. (9) It also includes satisfactory water tightness test as per relavant IS code

and painting name of scheme & capacity on the tank as per direction of Enginner in

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

List of Indian Standard for design of ESR :

Note : The structural design of ESR shall be in accordance with provisions of

relevant Indian Standards

1) I.S. 3370 part I & II 2009 or its latest revision (1:1) I.S. 3370 Part III &

IV 1965 or its latest revision

2) IS 456-2000 or its latest revision

3) IS 11682-1985 or its latest revision

4) IS 1893-2002 Part I to V or its latest revision

5) Is 13920-1993 or its latest revision

6) IS 875 Part I to III, 1987 or its latest revision

7) IS 11089-1987 or its latest revision

2 General Specifications :

1) The Min. concrete grade for RCC shall be M:30. Proportion of concrete

ingredients shall be as per Mix design using weigh batching.

2) TMT Fe-500 or higher grade reinforcing bars confirming to IS:1786/1139

or TMT bars shall be used as per detailed specification.

3) In case of column -brace trestle type staging having more than 6 columns

internal horizontal bracing is obligatory.

4) Min. size/ thickness of various components shall be provided as per

design criteria/specifications/IS Code (or as per std. practice). Capacity

of the ESR shall be considered excluding free board.

5) Minimum dimensions specified for various components in tender data

/specifications should be provided.

6) The foundation shall be referred from latest SBC test report or tender

datasheet. During execution If poor soil strata or ground water table is

encountered, the SBC shall have to be re ascertained and the design

should be revised accordingly

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

7) Maximum spacing between horizontal bracings shall be 5 m (storey

8) The BB Masonry cabin with MS door shall be constructed when spiral

staircase is outside the staging.

9) RCC Staircase/ MS Staircase shall be provided and fixed for access to

roof when height of roof from G.L. is up to 10 m. For ESR having more

than 10 m height proper RCC staircase or suitable RCC spiral staircase

shall be constructed. Railing should be provided through out the staircase

and around the top ring beam.

10) For ESR-having staging height more than 15m the spiral staircase shall

be provided inside the staging with effective tie beams in more than one

11) Water level indictor shall be provided and fixed float type /electronic (as

12) The rate shall include cost of dewatering during execution making all

arrangement with any dewatering technique.

13) The structure shall be designed properly for uplift due to Ground water

table specified in data or GWT encountered during execution. No extra

payment shall be paid for the same.

14) Effective curing shall be carried out up to required period as per

specifications.

15) Agency shall engage quailfied (at least graduate)consulting engnieer for

designing the structure and he/she shall visit the site for guidance of

work at all levels (i.e.below foundation, up to GL. above GL for all lifts

up to container).

16) 75% part rate shall be payable for Concrete, Reinforcement and Plastering

items of container until satisfactory hydraulic testing for watertightness

is performed. Or as per tender condition. Till then the work shall be

treated as incomplete.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

(a) Upto staging height (L.S.L) 12 m from G.L. and S.B.C.10

Capacity of ESRs (shell type container like cylindrical, conical, intze, folded

plates & its combination)

1.00 (1) Cost of 15 lacs liter capacity (For Seismic zone-3) No. 12335683.00 Rupees One Crores TwentyThree

Lacs ThirtyFive Thousand Six

Hundred EightyThree Only

(b) Extra staging height above 12 mt. onward for each 1000 liter per meter

height capacity of ESR

13500.00 For 15 lacs liter capacity 24 mt. Staging height Liter 65.51 Rupees SixtyFive and Paise

(B) Additional items not covered in GWSSB SOR 2022-23

1 Providing and fixing flanged D.I.D.F. / Class K-9 pipes vertically for RCC

Reservoir incl. providing clamps at every 3 mt incl. jointing materials such as

nuts, bolts, rubber packing, hydraulic testing and necessary scaffolding etc.

70.00 (I) 700 mm dia. Inlet pipes and overflow pipes Rmt. 25369.00 Rupees TwentyFive Thousand

Three Hundred SixtyNine Only

40.00 (II) 700 mm dia. Outlet pipes Rmt. 25369.00 Rupees TwentyFive Thousand

Three Hundred SixtyNine Only

40.00 (III) 300 mm dia. Washout pipes Rmt. 7219.00 Rupees Seven Thousand Two

Hundred Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

2 Providing, supply and Delivery of Ductile Iron flanged 'ended fittings / specials

conforming to relevant IS, to 'store or site of work including freight, loading,

'unloading, stacking all taxes, insurance and including 'jointing with jointing

materials like 'gaskets, nuts and bolts etc. as required for inlet,'outlets,

overflows, washout etc.

Duct foot bends

2370.00 (I) For 700 mm dia. Kg. 158.00 Rupees One Hundred FiftyEight

156.00 (II) For 300 mm dia. Kg. 155.00 Rupees One Hundred FiftyFive

Crippling flanges

1231.00 (I) For 700 mm dia. Kg. 158.00 Rupees One Hundred FiftyEight

110.00 (II) For 300 mm dia. Kg. 155.00 Rupees One Hundred FiftyFive

304.00 (I) For 700 mm dia. Kg. 158.00 Rupees One Hundred FiftyEight

45.00 (II) For 300 mm dia. Kg. 155.00 Rupees One Hundred FiftyFive

3 Providing and supplying of approved make of D.I. / S.G. Iron double flanged

butterfly valve of following class and diameter confirming to IS 13095-1991

with electric actuator operating system including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to site, stacking etc. complete. PN-1.0 with gear operated (PD type

2.00 (I) For 500 mm dia. Inlet & Outlet (BF valve) No. 44652.00 Rupees FourtyFour Thousand Six

Hundred FiftyTwo Only

1.00 (II) For 300 mm dia. for washout (Sluice valve) No. 20384.00 Rupees Twenty Thousand Three

Hundred EightyFour Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

4 Lowering, laying and jointing in position C.I. / D/F Butterfly valves, Sluice

valves of following dia. including cost of all labour, jointing material,

including nut, bolts and giving satisfactory hydraulic testing etc, complete.

2.00 (I) For 500 mm dia. Inlet & Outlet (BF valve) No. 2905.00 Rupees Two Thousand Nine

Hundred Five Only

1.00 (II) For 300 mm dia. for washout (Sluice valve) No. 1141.00 Rupees One Thousand One

Hundred FourtyOne Only

5 Providing and supplying CI/DI Temper proof Air valves with SS 304 Float

gun metal nozzle of approved make & quality of following class and diameter

including all taxes, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to site, stacking etc. complete.With Isolating

Sluice Valve PN

With Isolating Sluice Valve PN

1.00 * 150 mm dia. No. 25154.00 Rupees TwentyFive Thousand One

Hundred FiftyFour Only

6 Lowering, laying & jointing in position following air Valves including cost of

all labour, jointing material, including nut bolts & giving satisfactory hydraulic

testing, etc. complete.

1.00 * 150 mm dia. No. 605.00 Rupees Six Hundred Five Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

7 Construction of chambers in RCC M30 with TMT Fe-500 reinforcement,

PCC150 mm thick in M 15 ,20 mm thick inside cement plaster in C.M.1:3

with OPC cementand depth of chamber from G.L. to pipe invert level

including complete civil works and inclusive of the cost of of excavation,

refilling and PVC foot steps including providing RCC Slab in one single piece

with fixing of FRC (heavy duty) manhole frame and cover or RCC 1:2:4

Precast slab in parts with key hole etc. complete.

48.00 a) 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

33.00 b) 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

3.00 PCC M-15 m3 3653.07 Rupees Three Thousand Six

Hundred FiftyThree and Paise

11.00 R.C.C. Wall m3 8083.00 Rupees Eight Thousand

EightyThree Only

3.00 RC.C. Top Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

3.00 RC.C. Base Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

2.00 TMT Fe-500 Reinforcement MT 76214.60 Rupees SeventySix Thousand Two

Hundred Fourteen and Paise Sixty

57.00 20 mm thick Inside Cement Plaster in CM 1 : 3 m2 171.80 Rupees One Hundred SeventyOne

and Paise Eighty Only

4.00 FRC machinehole No. 2380.00 Rupees Two Thousand Three

Hundred Eighty Only

43.00 Refilling m3 22.00 Rupees TwentyTwo Only

28.00 PVC steps No. 87.00 Rupees EightySeven Only

Grand Total Rs.

Grand Total Rs.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

Construction of Compound Wall at Proposed ESR at TP-11B of GUDA Area

01 Excavation for foundation for loose and soft soil including sorting out and

stacking of useful materials and disposing of the excavated stuff up to 50 meter

565.00 a) From 0.0 to 1.5 m. Cu.m. 123.13 Rupees One Hundred

TwentyThree and Paise Thirteen

60.00 b) From 1.5 to 3.0 m. Cu.m. 136.30 Rupees One Hundred ThirtySix

and Paise Thirty Only

02 40.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 Cu.m. 3758.19 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work. Nineteen Only

03 Providing and casting in situ C.C. in grade M-25 (proportions) as per mix

design or as per table 9 of IS456 2000 in masses by weigh batching) using

granite, quartzite trap metal of size 12 mm to 20 mm for RCC and or 6 mm to

12 mm including scaffolding centering, formwork, needle vibrated

consolidation, curing complete up to 6 meter depth or height (excluding cost of

reinforcement and neat finishing) with centering and shuttering etc. complete

for all water retaining structure.

49.00 (a) RCC Footing Cu.m. 8077.00 Rupees Eight Thousand

SeventySeven Only

36.00 (b) RCC column Cu.m. 9195.00 Rupees Nine Thousand One

Hundred NinetyFive Only

15.00 (c) RCC coping Cu.m. 8077.00 Rupees Eight Thousand

SeventySeven Only

41.00 (d) RCC Beam Cu.m. 8347.00 Rupees Eight Thousand Three

Hundred FourtySeven Only

04 19.00 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. work MT 77285.20 Rupees SeventySeven Thousand

including bending, binding and placing in position complete upto floor two Two Hundred EightyFive and

level. Paise Twenty Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

05 105.00 Brick work using common burnt clay building bricks aving crushing strength Cu.m. 4492.32 Rupees Four Thousand Four

not less than 35 kg / Sq. Cm. in superstructure above plinth in cement mortar Hundred NinetyTwo and Paise

1:6 (1 cement : 6 coarse sand) etc. complete for walls, parapets etc. at two ThirtyTwo Only

06 575.00 20 mm thick sand faced cement plaster on walls upto height 10 metres above m2 315.69 Rupees Three Hundred Fifteen and

ground level consisting of 12 mm thick backing coat of C.M. 1:3 (1-cement : 3- Paise SixtyNine Only

sand) and 8 mm thick finishing coat of C.M. 1:1 (1-cement : 1 sand) etc.

07 575.00 Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of m2 185.41 Rupees One Hundred EightyFive

single or half brick walls finished even and smooth in (i) Cement mortar 1:3 (1- and Paise FourtyOne Only

cement : 3 sand).

08 250.00 Providing and fixing 0.9 mt. high spiral wire fencing on compound wall, Rmt. 703.00 Rupees Seven Hundred Three

strained and fixed to posts grouted in wall, as per specification and details. Only

09 2300.00 Wall painting (two coats) with plastic emulsion paint of approved brand and m2 83.18 Rupees EightyThree and Paise

manufacture on undecorated wall surface to give an even shade including Eighteen Only

thoroughly brushing the surface from mortar droppings and other foreign

matter and sand papered smooth.

10 25.00 Manufacturing, supplying, lowering, laying and jointing 150 mm dia RCC NP2 Rmt. 364.00 Rupees Three Hundred SixtyFour

Pipe of 0.3 m long as per IS-458 specification for compound wall and fixing as Only

per directed by Engineer-in-charge.

11 900.00 Earthwork in embankment including breaking clods, dressing with all lead and m3 192.39 Rupees One Hundred NinetyTwo

lift including rolling of earthwork in layers including filling in depression, and Paise ThirtyNine Only

including water of earth as directed (from borrow area within 3 km lead).

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

12 280.00 Construction of 200 mm thick un-reinforced plain cement concrete pavement Smt 1513.00 Rupees One Thousand Five

with M - 30 grade of concrete including provision of contraction, construction Hundred Thirteen Only

and longitudinal joints, joint filler, sealant primer, joint sealant, finishing to

lines and grades as per drawing as per MoRTH clause 602 over a 200 mm

thick WMM with necessary excavation/loosening and recompacting ground as

per respective MoRTH specification and as directed by engineerin charge

13 Fabricating and fixing in position MS structural section such as flat, pipes,

plates, hold fast, anchoring bolts / bars of required size including fixing,

welding and two coats of approved anti corrosive paint over prime coat of red-

oxide including RCC gate column as per drawing etc. complete as directed by

Engineer-in-charge.

650.00 a) 2.2 m height and 6 m wide main and wicket gate Kg. 88.38 Rupees EightyEight and Paise

ThirtyEight Only

14 84.00 Labour charges for writing of capital letter "GMC" in green plaster of 30 cm No 277.00 Rupees Two Hundred

height, 25 mm thick & 12 mm embossed as per given detail in outside of SeventySeven Only

compound wall as instructed by Engineer in charge.

15 1500.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete m2 706.90 Rupees Seven Hundred Six and

block 60mm thick with grade of concrete M300 pnumatic compressed / Paise Ninety Only

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63 (Latest Revision) etc.

16 Landscaping & Plantation in the plot as directed by engineer in charge.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

PROVIDING AND LAYING WATER DISTRIBUTION NETWORK IN TP-11A-11B ADALAJ OF GUDA AREA

01 Excavation for pipe line trenches distribution network, valve chambers for all

required gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified.In all sort of soils and soft murrum

35920.00 a) 0 to 1.5 mt. Depth m3 89.00 Rupees EightyNine Only

360.00 b) 1.5 to 3 mt. Depth m3 98.00 Rupees NinetyEight Only

02 Providing and supplying DI K-7 grade pipe with EPDM gasket for following

nominal bore diameter with internal cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to site, stacking etc. complete. (IS 8329-2000).

15000.00 a) 100 mm dia. DI pipe (K-7) Rmt 1003.00 Rupees One Thousand Three Only

b) 150 mm dia. DI pipe (K-7) Rmt 1477.00 Rupees One Thousand Four

Hundred SeventySeven Only

9575.00 b) 200 mm dia. DI pipe (K-7) Rmt 1880.00 Rupees One Thousand Eight

Hundred Eighty Only

2210.00 c) 250 mm dia. DI pipe (K-7) Rmt 2466.00 Rupees Two Thousand Four

Hundred SixtySix Only

660.00 d) 300 mm dia. DI pipe (K-7) Rmt 3110.00 Rupees Three Thousand One

Hundred Ten Only

690.00 e) 350 mm dia. DI pipe (K-7) Rmt 3858.00 Rupees Three Thousand Eight

Hundred FiftyEight Only

775.00 f) 400 mm dia. DI pipe (K-7) Rmt 4583.00 Rupees Four Thousand Five

Hundred EightyThree Only

60.00 g) 450 mm dia. DI pipe (K-7) Rmt 5418.00 Rupees Five Thousand Four

Hundred Eighteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

430.00 h) 500 mm dia. DI pipe (K-7) Rmt 6505.00 Rupees Six Thousand Five

Hundred Five Only

1705.00 i) 600 mm dia. DI pipe (K-7) Rmt 8483.00 Rupees Eight Thousand Four

Hundred EightyThree Only

65.00 j) 800 mm dia. DI pipe (K-7) Rmt 15194.00 Rupees Fifteen Thousand One

Hundred NinetyFour Only

03 Lowering, laying and jointing DI Pipes of various classes with specials of

following diameters in propoer position grade and alignment as directed by

Engineer in charge.

15000.00 a) 100 mm dia. DI pipe (K-7) Rmt 55.00 Rupees FiftyFive Only

b) 150 mm dia. DI pipe (K-7) Rmt 76.00 Rupees SeventySix Only

9575.00 b) 200 mm dia. DI pipe (K-7) Rmt 99.00 Rupees NinetyNine Only

2210.00 c) 250 mm dia. DI pipe (K-7) Rmt 127.00 Rupees One Hundred

TwentySeven Only

660.00 d) 300 mm dia. DI pipe (K-7) Rmt 155.00 Rupees One Hundred FiftyFive

690.00 e) 350 mm dia. DI pipe (K-7) Rmt 188.00 Rupees One Hundred EightyEight

775.00 f) 400 mm dia. DI pipe (K-7) Rmt 225.00 Rupees Two Hundred TwentyFive

60.00 g) 450 mm dia. DI pipe (K-7) Rmt 265.00 Rupees Two Hundred SixtyFive

430.00 h) 500 mm dia. DI pipe (K-7) Rmt 312.00 Rupees Three Hundred Twelve

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

1705.00 i) 600 mm dia. DI pipe (K-7) Rmt 404.00 Rupees Four Hundred Four Only

65.00 j) 800 mm dia. DI pipe (K-7) Rmt 635.00 Rupees Six Hundred ThirtyFive

04 120.00 Providing and laying cement concrete M20 for thrust block and encasing m3 4422.47 Rupees Four Thousand Four

including formwork but excluding the cost of reinforcement with curing etc. Hundred TwentyTwo and Paise

complete, as directed. FourtySeven Only

05 50.00 Labour charges for making hole below road 'surface at required of required Rmt. 641.35 Rupees Six Hundred FourtyOne

size with hand tools 'including refiling after Completion of laying and 'testing and Paise ThirtyFive Only

of pipe line below 300 mm dia. of pipe.

06 4.00 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. work MT 77285.20 Rupees SeventySeven Thousand

including bending, binding and placing in position complete upto floor two Two Hundred EightyFive and

level. For Encasing and Thrust Block Paise Twenty Only

07 5.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 m3 3758.19 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work. For thrust block Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

08 Providing,supplying ,fixing ISI mark Ductile Iron D/F manually gear operated

SLUICE VALVE including taxes, insurance, transportation, fright charges,

Octroi Inspection, charges, loading , unloading, conveyance to site stacking,

etc. complete valve with ISI mark only

PN 1.0 with hand wheel /cap operated (PD Type Short body)

8.00 a) 200 mm No. 10555.00 Rupees Ten Thousand Five

Hundred FiftyFive Only

6.00 b) 250 mm No. 16866.00 Rupees Sixteen Thousand Eight

Hundred SixtySix Only

5.00 c) 300 mm No. 21525.00 Rupees TwentyOne Thousand Five

Hundred TwentyFive Only

2.00 d) 350 mm No. 31867.00 Rupees ThirtyOne Thousand Eight

Hundred SixtySeven Only

4.00 e) 400 mm No. 47721.00 Rupees FourtySeven Thousand

Seven Hundred TwentyOne Only

1.00 f) 600 mm No. 126744.00 Rupees One Lacs TwentySix

Thousand Seven Hundred

FourtyFour Only

09 Providing and supplying CI/DI Tamper proof /Bi Stream Air valves with SS

304 Float gun metal nozzle of approved make & quality of following class and

diameter including all taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental stores, stacking

etc. complete. With isolating sluice valve PN

1.00 a) 50 mm No. 11221.00 Rupees Eleven Thousand Two

Hundred TwentyOne Only

1.00 b) 100 mm No. 16232.00 Rupees Sixteen Thousand Two

Hundred ThirtyTwo Only

1.00 c) 200 mm No. 40595.00 Rupees Fourty Thousand Five

Hundred NinetyFive Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

10 Lowering, laying & jointing in position following air Valves including cost of

all labour, jointing material, including nut bolts & giving satisfactory hydraulic

testing, etc. complete. With Isolating Sluice Valve PN

1.00 a) 50 mm No. 379.00 Rupees Three Hundred

SeventyNine Only

1.00 b) 100 mm No. 526.00 Rupees Five Hundred TwentySix

1.00 c) 200 mm No. 857.00 Rupees Eight Hundred FiftySeven

11 34600.00 Refilling the pipeline trenches including ramming,watering, consolidating m3 22.00 Rupees TwentyTwo Only

disposal of surplus stuff as directed within a radium of 3 Km.

12 10885.00 Carting and recarting of materials such as murum,earth, kapchi, gravel, brick m3 103.26 Rupees One Hundred Three and

bats, kankar, sand, debris etc. from the site to approved location, including Paise TwentySix Only

loading, unloading, stacking and spreading etc.complete.i) 0 to 5 Km.

13 D.I. Specials - Manufacture, Supply,Delivery of Ductile Iron flanged Socket

Spigot Bends, tees,reducers or any other specials as per BS-EN-545/1995

Class-A series K12 suitable for use with D.I Pipes manufactured as per

IS:8329/1994 delivery of specials to site of works any where in Gujarat

including fixing, all taxes, loading, unloading, carting, stacking,insurance,

inspection charges, octroi etc. complete.(10% of pipe cost)

27400.00 a) For 100 to 300 mm dia Kg 148.00 Rupees One Hundred FourtyEight

16420.00 b) Above 300 mm dia Kg 151.00 Rupees One Hundred FiftyOne

14 350.00 Demoliton and disposal of unserviceable materials with all lead and lift i) m3 639.72 Rupees Six Hundred ThirtyNine

Unreinforced cement concrete and Paise SeventyTwo Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

15 Construction of chambers in RCC M30 with Ordinary Portland cement with

TMT Fe-500 reinforcement, PCC150 mm thick in M 15 ,15 mm thick inside

cement plaster in C.M.1:3 and depth of chamber from G.L. to pipe invert level

including complete civil works and inclusive of the cost of excavation,

refilling and PVC foot steps including providing RCC Slab in one single piece

with fixing of FRC (heavy duty) manhole frame and cover or RCC 25 Precast

slab in parts with key hole etc. complete.

145.00 a) 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

115.00 b) 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

11.00 PCC M-15 m3 3758.19 Rupees Three Thousand Seven

Hundred FiftyEight and Paise

27.00 R.C.C. Wall m3 8083.00 Rupees Eight Thousand

EightyThree Only

10.00 RC.C. Top Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

15.00 RC.C. Base Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

6.00 TMT Fe-500 Reinforcement MT 77285.20 Rupees SeventySeven Thousand

Two Hundred EightyFive and

Paise Twenty Only

120.00 15 mm thick Inside Cement m2 185.41 Rupees One Hundred EightyFive

and Paise FourtyOne Only

Plaster in CM 1 :

6.00 FRC Manhole No. 2380.00 Rupees Two Thousand Three

Hundred Eighty Only

150.00 Refilling m3 22.00 Rupees TwentyTwo Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

42.00 PVC steps No. 87.00 Rupees EightySeven Only

16 350.00 Demolition including stacking of serviceable materilas and disposal of m3 1110.75 Rupees One Thousand One

unserviceable materials with all lead and lift. (i) R.C.C. work Hundred Ten and Paise

SeventyFive Only

17 350.00 Demolition of following including stacking of serviceable material and m3 577.92 Rupees Five Hundred

disposal of unserviceable materials with all lead and lift Brick Work (Cement SeventySeven and Paise

Mortar) NinetyTwo Only

18 17080.00 Extra rate over item of excavation of earth for excavation of asphalt Smt 200.00 Rupees Two Hundred Only

pavement/RCC of thickness upto 0.30 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the

material as directed.up to 0.30 meter (By any type of Breaker Machine or

R.C.C Cutter machine including cost of operator, fuel & transportation etc

19 17080.00 Reinstatement of Bituminous road including with 40 mm thick Bituminous Smt 1819.01 Rupees One Thousand Eight

Concrete using 5.4 % Asphalt ,50 mm thick DBM using 4.5 % Asphalt with Hundred Nineteen and Paise One

tack coat using RS 1 emulsion @ 2.5 Kg/Sqm , with Tack coat using RS 1 Only

emulsion @ 2.5 Kg/Sqm, Prime coat with SS 1 emulsion @ 7.5 kg/Sqm,250

mm thick WMM , 200 mm thick GSB I loosening and recompacting ground

as per respective MoRTH specification and as directed by engineer in charge.

20 1710.00 Dismentaling of the existing structure including removing and stacking the m3 420.92 Rupees Four Hundred Twenty and

dismentelled materials as and where directed (b) Rubble Masonary Paise NinetyTwo Only

21 Construction of chambers in brick masonary, locally available in C.M. 1 :

foundation concrete 150 mm thick in C.C. 1:4:8 of trap metal size 25 mm to

mm thick, inside cement plaster in C.M. 1:3 and cement RCC slab 150 mm

thick upto 1 mt. depth from G.L. butpointing outside in C. M. 1 :3 & top cover

of precast excl. cost of excavation and refilling. With cast in situ RCC slab in

two piece with fixing FRC frame and cover etc. complete(excluding cost of

frame & cover ) with 23 mm thick brick masonary wall in C.M.1:6

(1) For Sluice Valve & Air Valve

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

15.00 a) 0.9 x 0.9 mt. and 1.0 mt. deep chamber No. 7738.00 Rupees Seven Thousand Seven

Hundred ThirtyEight Only

7.00 b) for 1 m. extra depth Rmt. 4479.00 Rupees Four Thousand Four

Hundred SeventyNine Only

8.00 a).1.3 x 1.3 mt. and 1.0 mt. deep chamber No. 11351.00 Rupees Eleven Thousand Three

Hundred FiftyOne Only

6.00 b) for 1 m. extra depth Rmt. 6084.00 Rupees Six Thousand EightyFour

22 23.00 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. No. 2380.00 Rupees Two Thousand Three

Directed. Hundred Eighty Only

F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers & Frames Cover:

728mmø & 100 mm thick circular cover, 35.00MT load design,100 x 2mm MS

flat all round,16mm øplain round bar for lifting the cover & should be fitted

with plastic cups. Frame:560mm ø clear opening, -888 x 888 x 175mm. On

the upper periphery off rame 25x3 mm wide MS flat should be well embed in

concrete to protect the edges off rame. FRCE.H.D.-35 machinehole cover &

frame described as above.

23 100.00 Dewatering by pumping set of required capacity including temporary platform HP/ hr. 18.32 Rupees Eighteen and Paise

carting pumping at site and fixing the same in position including all ThirtyTwo Only

accessories, and fuel and labour etc. complete.

24 60.00 Drilling of 900mm dia Horizontal borehole for watermain pipeline crossing Rmt 22358.84 Rupees TwentyTwo Thousand

under the road incl in all strata with requned length incl fixing of 800mm dia Three Hundred FiftyEight and

M.S/RCC casing pipe with pushing etc complete various size of pipe for193.7 Paise EightyFour Only

to 244.5mm dia watermain. Without Water main & with MS Casing Pipe-800

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

25 50.00 Barricading the entire break down or excavated area on rental basis using Rmt 90.00 Rupees Ninety Only

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for

making temporary sufficient nos of lighting arrangement through out the work

with necessary required arrangement..The same shall be removed after

completion of work. (Only for break down work from start to complete)

26 250.00 Construction of granular sub-base (Grade - I) by providing coarse graded m3 1149.79 Rupees One Thousand One

material, spreading in uniform layers with motor grader on prepared surface, Hundred FourtyNine and Paise

mixing by mix in place method with rotavator at OMC, and compacting with SeventyNine Only

vibratory roller to achieve the desired density, complete as per MoRTH clause

27 1000.00 Providing, laying, spreading and compacting graded stone aggregate to wet mix m3 1551.74 Rupees One Thousand Five

macadam specification including premixing the Material with water at OMC in Hundred FiftyOne and Paise

mechanical mix plant carriage of mixed Material by tipper to site, laying in SeventyFour Only

uniform layers with paver in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density as per

Construction of Security Cabin

1 Excavation for foundation with shoring and strutting if required as per required

gradient and line including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning the site etc. complete

for all lifts and strata as specified. In all sort of soils and soft murrum

40.00 a) 0 to 1.5 mt. Depth m3 123.13 Rupees One Hundred

TwentyThree and Paise Thirteen

20.00 b) 1.5 to 3.0 mt. Depth m3 136.30 Rupees One Hundred ThirtySix

and Paise Thirty Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

2 59.00 Filling with available excavated earth (excluding rock) in trenches, plinth, m3 136.92 Rupees One Hundred ThirtySix

sides of foundation in layers not exceeding 20 cm in depth consolidating each and Paise NinetyTwo Only

deposited layer by ramming and watering.

3 Carting of materials such as murum, earth, kapchi, gravel, brick bats, kankar,

sand, debris etc. from the site to approved location, including loading,

unloading, stacking and spreading etc. complete.

6.00 (i) 50 m to 5 Km lead m3 103.26 Rupees One Hundred Three and

Paise TwentySix Only

6.00 (ii) 5 to 10 Km lead m3 150.63 Rupees One Hundred Fifty and

Paise SixtyThree Only

4 6.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2coarse Sand :4 m3 4122.32 Rupees Four Thousand One

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred TwentyTwo and Paise

including cost of form work in Foundation and Plinth. ThirtyTwo Only

5 Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork and reinforcement for reinforced concrete

work. All complete.

5.00 a) R.C.C. beams, lintels and bracket for gantry or chain pully blocks, plinth m3 8347.00 Rupees Eight Thousand Three

beams, tie beams, weather shed etc. Hundred FourtySeven Only

5.00 b) R.C.C. slabs and platform m3 8077.00 Rupees Eight Thousand

SeventySeven Only

3.00 c) R.C.C. columns m3 9195.00 Rupees Nine Thousand One

Hundred NinetyFive Only

9.00 d) R.C.C. footings & Raft m3 8077.00 Rupees Eight Thousand

SeventySeven Only

6 1.89 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. work MT 77285.20 Rupees SeventySeven Thousand

including bending, binding and placing in position complete upto floor two Two Hundred EightyFive and

level. Paise Twenty Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

7 50.00 Supplying, cleaning, cutting, bending, welding, fabricating, erecting structural Kg 88.38 Rupees EightyEight and Paise

steel in position irrespective of locations and levels as per drawing including ThirtyEight Only

handling and transport etc. complete including applying two coats of primer

red oxide and two coats of approved quality of paint over it etc. complete as

directed for gentry girder, platform, stairs, chequered plate for cable trench,

8 55.00 Providing and applying 15 mm thick cement plaster in single coat on brick m2 236.03 Rupees Two Hundred ThirtySix

work with floating coat of net cement slurry for interior plastering of wall & and Paise Three Only

Ceiling upto finished even and smooth in Cement motar 1 : 3 (1 cement :

sand) including racking out joint curing, scaffolding required if any, with

necessary cement finishing etc. complete as directed.

9 75.00 Providing and applying 20 mm thick sand faced cement plaster at outside RCC m2 315.69 Rupees Three Hundred Fifteen and

/ brick on work upto height 10 mtr. above ground level consisting of 12 mm Paise SixtyNine Only

thick backing coat of C. M. 1:3 (1 cement : 3 sand) and 8 mm thick finishing

coat of C. M. 1:1 (1 cement : 1 sand) etc. complete

10 15.00 Brick work using common burnt clay building bricks having crushing strength m3 4502.81 Rupees Four Thousand Five

not less than 35 kg/cm2 in superstructure and parapet in cement mortar 1:6 (1 Hundred Two and Paise EightyOne

cement : 6 coarse sand) Only

11 5.00 Brick work using common burnt clay building bricks having crushing strength m3 4214.09 Rupees Four Thousand Two

not less than 35 kg / Sq. Cm. in foundation and plinth in cement mortar 1:6 (1 Hundred Fourteen and Paise Nine

cement : 6 coarse sand) Only

12 75.00 Wall painting (two coats) with plastic emulsion paint of approved brand and m2 83.18 Rupees EightyThree and Paise

manufacture of undercoated wall surface to give an even shade including Eighteen Only

thoroughly brushing the surface free from mortar dropings and other foreign

matter and sand papered smooth.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

13 55.00 Distempering in 3 coats with oil bound distemper of approved brand and m2 112.58 Rupees One Hundred Twelve and

manufacture and of required shade on wall surface to give an even shade over Paise FiftyEight Only

and including a primer coat with distemper primer of approved brand,

thoroughly brushing the surface free from mortar dropping and other foreign

material and also inclusive of preparing the surface even and smooth etc.

complete, as directed on interior wall surface for Room.

14 130.00 Applying two coats of Birla(white cement based) or Asian (acryliclapy putty) m2 40.59 Rupees Fourty and Paise FiftyNine

or equivalent & two coats of primer of approved brand and manufacture on Only

new wall surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matte rand sand papered

15 2.00 Providing & fixing in position aluminum fully paneled doors with 15 micron m2 2798.00 Rupees Two Thousand Seven

natural matt brush finish anodized as per over all size shown on the drawings Hundred NinetyEight Only

and aluminum sections of approved make conforming to IS:733 and IS :

made out of 102 mm x 45 mm x 1.90 mm thick aluminum outer frame section

weighing 1.640Kg/m. and shutter sections with bottom / lock rail 96 mm x

mm x 2.7 mm, top rail 48 mm x 45 mm x 2.70 mm weighing 1.38 Kg/m.

vertical styles 48 mm x 45 mm x 1.90 mm weighing 0.976 Kg/m. with rounded

sides, fixed with roll plugs and screws or with fixing clips, or with expansion

hold esters including necessary filling up of gaps at junctions, at top, bottom

and sides with required PVC/neoprene felt etc. and aluminum snap beading for

glazing / paneling, C. P. brass/stainless steel screws, including standard

anodized aluminum fittings and fixtures of approved make and of adequate

size and in adequate numbers, double action floor springs of approved make

for each shutter with standard pivot panels of 12 mm thick pre-laminated three

layer medium density, exterior grade particle board (termite proof, water proof

and fire proof)Grade 1, Type II conforming to IS : 12823 bounded with phenol

formaldehyde synthetic resin, of approved make including cost and fixing of

fixtures etc. complete as per detailed drawings with all lead and lifts.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

16 5.00 Providing and fixing window having extruded aluminum Colour anodized m2 1583.95 Rupees One Thousand Five

section frame main outer size 95mm x 24mm x 1.17 mm (of Jindal Section no : Hundred EightyThree and Paise

2459 @ wt. of 0.738 Kg/mt), horizontal Three track member size 92mm x NinetyFive Only

31.75 mm x 1.30 mm (of Jindal Section no. 8688, @ Wt. 1.07 Kg/mt), vertical

member of size 92mm x 31.75mm x 1.50 mm (of Jindal Section no. 8933, @

Wt. 1.06 Kg/mt.) with sliding shutters of horizontal member size 40mm x

18mm x .29 mm (of Jindal section no. 8947 @ wt. 0.456 Kg/mt.) vertical

member of size 40mm x 18mm x 1.29mm (of Jindal Section no. 8949 @ wt. of

0.456 Kg/mt with 5 mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc.

17 1.00 Providing and fixing standard extruded of alluminimum section of size 63mm m2 1175.56 Rupees One Thousand One

x 38.10mm x 1.2mm (Jindal Section : 2434, @ Wt. 0.643 Kg/mt.) with colour Hundred SeventyFive and Paise

powder coated alluminium frame for ventilation with 5 mm thick frosted glass FiftySix Only

as details etc complete for Ventilation

18 6.00 Providing & fixing in position aluminium grill with 15 micron natural matt m2 1975.00 Rupees One Thousand Nine

brush finish anodised as per over all size shown on the drawings and Hundred SeventyFive Only

aluminium sections of approved make conforming to IS:733 and IS :

made out of DG - 104 design ( Jindal or equivivelent ) fixed with required size

F channel, rawl plugs and screws or with fixing clips, or with expansion hold

esters including necessary filling up of gaps at junctions, at top, bottom and

sides with required PVC/neoprene felt etc. and aluminium snap beading for

glazing / panelling, C. P.brass/stainless steel screws, including standard

anodised aluminium fittings and fixtures of approved make and of adequate

size and in adequate numbers, including cost and fixing of fixtures etc.

complete as per detailed drawings with all lead and lifts.

19 5.00 Providing and fixing 40mm dia. GI pipe medium weight quality as openable Rmt 1550.00 Rupees One Thousand Five

type with angle iron support at 1.5 m c/c using 75 x 75 x 10 mm angles, 1 m Hundred Fifty Only

long with three rows of pipes as railing including necessary painting with two

coats of approved quality oil paint over one coat of approved primer including

necessary welding, bolting required, if any.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

20 5.00 Providing & fixing 50 cm wide MS ladder (without safety cage) fabricated Rmt 2950.00 Rupees Two Thousand Nine

from MS flats 10 mm x 75 mm with 20 mm dia steel bar steps in double rows Hundred Fifty Only

@ 30 cm C/C. The include stays of 10 mm x 50 mm flats fixed at 3 mt. C/C

with welding anchoring and 3 coats anticorrsive paint.

21 5.00 Providing and fixing PVC pipe of 6Kg./cm2 of 140 mm dia for rain water with Rmt 349.00 Rupees Three Hundred FourtyNine

22 5.00 Filling in plinth with sand under floors including watering, ramming, m3 481.70 Rupees Four Hundred EightyOne

consolidating and dressing etc. complete as directed. and Paise Seventy Only

23 1.00 Providing, Fabricating & fixing name board of Size 3.00mX0.60 made from No. 12433.00 Rupees Twelve Thousand Four

ISA 50X50X5 mm M.S angle with 3 Nos supports at back side vertical Hundred ThirtyThree Only

member of angle size 1.1m ht incl 0.3 m hold fast inserted in compound wall

with necessary dismentling and fixing with cement concrete. The rate shall also

incl 16 g M.S sheet of size 3.00X0.60 mt incl writing letter with AMC logo as

directed by EIC. rate shall incl painting board with 2 coat of enamal paint over

one coat of anti-corrosive primet

24 10.00 Providing and laying broken Chine Mosaic flooring for terrace using 12 mm to m2 779.70 Rupees Seven Hundred

20 mm broken pieces of glazed tiles to be laid over Cement mortar 1:3 to plain SeventyNine and Paise Seventy

or slope and to be tempered to bring mortar crème out upto surface using white Only

cement including rounding of junctions and extending them upto 15 cm. along

the wall, clearing with water and oxalic acid etc. as directed.

25 10.00 Providing and laying polished Kota stone slab flooring over 20 mm (average) m2 1019.39 Rupees One Thousand Nineteen

thick base of cement mortar 1:6 (1 cement : 6 coarse sand) laid over and and Paise ThirtyNine Only

jointed with grey cement slurry including rubbing and machine polishing etc.

26 1.00 Providing and laying polished Kota stone slab 25 mm thick in dado & pillars, m2 1226.46 Rupees One Thousand Two

skirting, laid on 10 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) and Hundred TwentySix and Paise

jointed with grey cement slurry including rubbing and polishing etc. complete FourtySix Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

27 6.00 Providing and laying polished Kota stone slab 20 to 25 mm thick in Sills & m2 1279.00 Rupees One Thousand Two

Jambs of doors, Windows & Vent laid on 10 mm thick cement mortar 1:3 (1 Hundred SeventyNine Only

cement : 3 coarse sand) and jointed with grey cement slurry including rubbing

and polishing etc. The rate Shall also include half round bullet edge complete

as directed by engineer inchage.

01 Excavation for foundation for loose and soft soil including sorting out and

stacking of useful materials and disposing of the excavated stuff up to 50 meter

15.00 a) From 0.0 to 1.5 m. m3 123.13 Rupees One Hundred

TwentyThree and Paise Thirteen

5.00 b) From 1.5 to 3.0 m. m3 136.30 Rupees One Hundred ThirtySix

and Paise Thirty Only

02 0.60 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 m3 3758.19 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work in Foundation & Plinth. Nineteen Only

03 5.00 Brick masonry in cement mortar (1:6) using common burnt clay building m3 4502.51 Rupees Four Thousand Five

bricks having crushing strength not less than 35kg/cm2 including scaffolding, Hundred Two and Paise FiftyOne

curing, etc. complete for walls, parapets, etc. at two levels. Only

04 5.00 Brick work using common burnt clay building bricks having crushing strength m3 4214.09 Rupees Four Thousand Two

not less than 35kg / Sq. C. M. in ramp, steps and Foundation & Plinth in Hundred Fourteen and Paise Nine

cement morter1:6 (1 cement : 6 coarse sand) including racking out joints, Only

curing, scaffolding required if any etc. complete, as directed.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

05 Providing and cast in situ C.C. in grade M-20 (proportions as per mix design

or as per table of IS456 2000 in masses by weigh batching) using granite,

quartzite trap metal of size 6 mm to 20 mm for RCC Work including

scaffolding centering formwork, needle vibrated consolidation, curing

complete up to 6 meter depth or height (excluding cost of reinforcement and

neat finishing) with centering and shuttering/ deshuttering etc. complete for

structure other than water retaining.

1.00 b) R.C.C. footings & Raft (without form work) m3 5292.00 Rupees Five Thousand Two

Hundred NinetyTwo Only

06 0.10 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. work MT 77285.20 Rupees SeventySeven Thousand

including bending, binding and placing in position complete upto floor two Two Hundred EightyFive and

level. Paise Twenty Only

07 2.00 Providing and laying broken Chine Mosaic flooring for terrace using 12 mm to m2 779.70 Rupees Seven Hundred

20 mm broken pieces of glazed tiles to be laid over Cement mortar 1:3 to plain SeventyNine and Paise Seventy

or slope and to be tempered to bring mortar crème out upto surface using white Only

cement including rounding of junctions and extending them upto 15 cm. along

the wall, clearing with water and oxalic acid etc. as directed.

08 280.00 Fabricating and fixing in position MS structural section such as flat, pipes, Kg. 88.38 Rupees EightyEight and Paise

plates, hold fast, anchoring bolts / bars of required size including fixing, ThirtyEight Only

welding and two coats of approved anti corrosive paint over prime coat of red-

oxide including RCC gate column as per drawing etc. complete as directed by

Engineer-in-charge.

a) 2.2 m height and 6 m wide main and wicket gate

09 0.50 Providing and fixing standard extruded of alluminimum section of size 63mm m2 1175.56 Rupees One Thousand One

x 38.10mm x 1.2mm (Jindal Section : 2434, @ Wt. 0.643 Kg/mt.) with colour Hundred SeventyFive and Paise

powder coated alluminium frame for ventilation with 5 mm thick frosted glass FiftySix Only

as details etc complete for Ventilation

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

10 6.00 Filling with available excavated earth (excluding rock) in trenches, plinth, m3 136.92 Rupees One Hundred ThirtySix

sides of foundation in layers not exceeding 20 cm in depth consolidating each and Paise NinetyTwo Only

deposited layer by ramming and watering.

11 2.00 Providing and laying white glazed tiles 6 mm thick in flooring, treads of steps m2 963.12 Rupees Nine Hundred SixtyThree

and landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement : 3 and Paise Twelve Only

coarse sand) finishing with flush pointing in white cement (Upto 10 ton)

12 13.00 Providing and laying white glazed tiles 6 mm thick in skerting risers of steps m2 1127.48 Rupees One Thousand One

and dedo on 10 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and Hundred TwentySeven and Paise

jointed with white cement slurry (upto 10 ton) FourtyEight Only

13 1.00 Providing and fixing water closet squatting pan (Indian type W.C. pan) size No. 1588.61 Rupees One Thousand Five

580 mm x 450 mm white colour vitreous china long pattern type conforming to Hundred EightyEight and Paise

IS : 2556 (Part III) together with 100 mm size vitreous China 'S' trap as per IS : SixtyOne Only

2556 (Part XIII) both of an approved make including jointing the trap with the

pan and soil pipe in C. M. 1:1 (1 cement : 1 sand) with 32 dia. C. P. brass half

turn flush cock complete including earthwork, bed concrete of 1:4:8.

14 1.00 Providing and fixing flat back white colour vitreous china wash basin 550 mm No. 2067.36 Rupees Two Thousand SixtySeven

x 400 mm size with CI brackets painted white. Wash basin shall have 15 mm and Paise ThirtySix Only

dia GI supply pipe, overflow chase, 15 mm dia pillar cock and stop cock with

PVC bottle trap and PVC pipe piece upto wall plus 32 mm dia PVC waste pipe

upto floor level connected to 32 mm dia CI pipe below floor and connected to

nearby floor trap complete with unions and plumber's white soldered joints

with necessary cleaning eye, complete. All chases cut in wall for fixing pipes

shall be made good in CM (1:4).

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

15 Providing, laying and jointing in true line and level U.P.V.C. Pipe (SCH-40)

for including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all materials.

100.00 a) 15 mm dia. Rmt 72.65 Rupees SeventyTwo and Paise

25.00 b) 25 mm dia. Rmt 91.84 Rupees NinetyOne and Paise

EightyFour Only

16 Providing & fixing gun metal check or non return full way wheel valve

2.00 a) 15 mm dia. No. 186.83 Rupees One Hundred EightySix

and Paise EightyThree Only

17 1.00 Providing and fixing brass screw down stop tap. No. 205.83 Rupees Two Hundred Five and

(A) 15mm dia. Paise EightyThree Only

18 2.00 Providing and fixing screw down bib taps of following size.(C)Gun metal No. 158.86 Rupees One Hundred FiftyEight

screw down bib tap. i) 15mm dia. and Paise EightySix Only

19 1.00 Supplying & fixing insert plate of size 150 x 150 x 6 mm in wall alongwith No. 74.00 Rupees SeventyFour Only

ISA 100 x 100 x 8 mm angle in position for support of vertical delivery pipe,

as per drawing including handling and transporting etc. complete.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

20 1.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement: 2-coarses No. 13028.71 Rupees Thirteen Thousand

and :4- graded stone aggregate 20 mm nominal size) foundation concrete 1:3:6 TwentyEight and Paise

mix (1-cement : 3-coarse sand : 6-Brick bats 40+50 mm size) inside plastering SeventyOne Only

15 mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand)finished with

a floating coat of neat cement and making channels in cement concrete 1:2:4

mix (1-Cement: 2-Coarses and : 4-stone aggregate 20 mm nominal size)

finished smooth complete including curing and festing (i) Inside size 900mm x

1200 mm and 2.0 M. deep including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be not less than 128kgs. (Wt. of

cover 64Kg. and Wt. of frame 64Kg.) (A) With 230 mm thick walls of brick

msonry using brick having crushing strength not less than 35Kg./Sq.cm. in

Cement Mortar 1:5 (1-Cement : 5-Coarse sand) (1) A type depth 0.90 Metre

for 150 mm diameter sewer.

21 1.00 Constructing brick masonry chamber for under ground C.I. Inspection chamber No. 3660.76 Rupees Three Thousand Six

and bends with bricks having crushing strength not less than 35Kg.Cm 2in Hundred Sixty and Paise

C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm internal SeventySix Only

dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23Kg.) and Wt. of frame 15Kg.) (R.C.C. top slab e with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed concrete etc.

complete. (ii) Inside dimensions 500mmx700mm and 450mm deep for pipe

line with one or two inlets.

22 1.00 Providing and fixing in position PVC vent pipes of 160 mm dia 3 m length. No. 911.00 Rupees Nine Hundred Eleven Only

23 1.00 Providing and fixing cast iron (Spun) Nahni trap of the following nominal No. 885.25 Rupees Eight Hundred EightyFive

diameter of self cleaning design with C.I. screaed down or hinged grating and Paise TwentyFive Only

including cost of cutting and making good the walls and floor 100mm inlet and

50mm outlet. (C) 100mm dia.

24 2.00 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber No. 1292.19 Rupees One Thousand Two

and water tight C. I. cover with frame of 300 mm x 300 mm size (inside) with Hundred NinetyTwo and Paise

standard weight. (i) Square mouth traps.(B) 150mm x 100mm size P or R type Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

25 1.00 Providing and fixing100mm size P or Strap for water closet squatting pan No. 330.71 Rupees Three Hundred Thirty and

including jointing the trap with the pan and soil pipe in cement Mortar1:1 (1- Paise SeventyOne Only

Cement : 1-Fine sand) (A) Vitreous China.

26 25.00 Providing and laying (tolevelorslopes) and jointing with stiff mixture of Rmt 305.67 Rupees Three Hundred Five and

Cement Mortar in proportion 1:1 Selt glazed stone ware pipes including Paise SixtySeven Only

testing of pipes and joints complete.(B)150mm dia. (upto 10 ton)

27 5000.00 Providing erecting and fixing double coated syntex PVC (ISI) water tank of litre 3.95 Rupees Three and Paise

required capacity each with all necessary fittings and connection etc. complete NinetyFive Only

28 13.00 Providing and applying 15 mm thick cement plaster in single coat on brick m2 236.03 Rupees Two Hundred ThirtySix

work with floating coat of neat cement slurry for interior plastering of and Paise Three Only

pumphouse and outside plastering of sump upto finished even and smooth in

Cement motar 1 : 3 (1 cement : 3 sand) including racking out joint curing,

scaffolding required if any, with necessary cement finishing etc. complete as

29 15.00 20 mm thick sand faced cement plaster on walls upto height 10 metres above m2 315.69 Rupees Three Hundred Fifteen and

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3- Paise SixtyNine Only

sand) and 8 mm thick finishing coat of C.M. 1:1 (1-cement : 1 sand) etc.

30 Providing,Supplying and fixing ISI mark G.I pipes with coupling of following

class and diameter including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading,unloading, conveyance to

departmental stores, stacking etc. complete (IS:1239) Medium Duty.

5.00 a) 15 mm dia GI pipe sleeves Rmt. 103.00 Rupees One Hundred Three Only

5.00 b) 25 mm dia GI pipe sleeves Rmt 189.00 Rupees One Hundred EightyNine

5.00 c) 50 mm dia GI pipe sleeves Rmt 387.00 Rupees Three Hundred

EightySeven Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

Providing and laying Remaining lines of Sewerage in TP-11 (A-B) of GUDA Area

1 Excavation for pipeline tenches for sewerage line as per required gradient and

line including all safety provision using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for all lift and

strata as specified.In all sorts of Soil and soft murrum.

17730.00 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

7645.00 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

1025.00 3.0 to 4.5 m. m3 103.00 Rupees One Hundred Three Only

145.00 4.5 to 6.0 m. m3 109.00 Rupees One Hundred Nine Only

100.00 6.0 to 7.5 m. m3 113.00 Rupees One Hundred Thirteen

2 1010.00 Providing bedding incl. ramming, watering, levelling consolidating etc. m3 329.00 Rupees Three Hundred

complete as per standard and instruction of engineer in charge as above with TwentyNine Only

required quality sand brought from outside including all lead.

3 15.00 Providing and laying ordinary cement concrete 1:3:6 (1 cement : 3 coarse sand m3 3084.89 Rupees Three Thousand

: 6 hand broken stone aggregate 12 mm to 25 mm nominal size) and curing etc. EightyFour and Paise EightyNine

complete (without form work) Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

4 Providing and supplying lSI Standard R.C.C. pipes(of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable for either

collar joints or rubber ring joints including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 458/ 2021)

Note : One rubber ring should be supplied with each full length socketed pipe,

cost included in rates below.

3335.00 300 mm dia Rmt. 755.00 Rupees Seven Hundred FiftyFive

2855.00 450 mm dia Rmt. 1361.00 Rupees One Thousand Three

Hundred SixtyOne Only

300 mm dia Rmt. 1087.00 Rupees One Thousand

EightySeven Only

210.00 450 mm dia Rmt. 2179.00 Rupees Two Thousand One

Hundred SeventyNine Only

40.00 600 mm dia Rmt. 2994.00 Rupees Two Thousand Nine

Hundred NinetyFour Only

5 Lowering, laying and jointing R. C. C. pipes of following diameters in proper

position, grade and alignment at all level as directed by Engineer-in-charge

including conveyance from stores to site of work, labour, giving hydraulic

testing as per lSI code. R.C.C. PIPES (at any Depth)

3335.00 300 mm dia. Rmt. 119.00 Rupees One Hundred Nineteen

3065.00 450 mm dia. Rmt. 171.00 Rupees One Hundred SeventyOne

40.00 600 mm dia. Rmt. 228.00 Rupees Two Hundred

TwentyEight Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

6 Providing & Constructing Precast RCC Manhole in RCC M-40 grade

Controlled concrete as per drawing, in OPC including excavation, 80 mm thick

P.C.C. in M-15, Reinforcement in TMT-500, PVC Foot steps, Providing &

fixing FRC Manhole frame & cover including inside epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe (upto 4 m. depth)

178.00 (i) 1.2 dia x 2.0m Depth No 35823.00 Rupees ThirtyFive Thousand Eight

Hundred TwentyThree Only

48.00 (ii) 1.2 dia - 2.01 to 2.99 m Depth Rmt. 8332.00 Rupees Eight Thousand Three

Hundred ThirtyTwo Only

42.00 (i) 1.2 dia x 3.0m Depth No 46547.00 Rupees FourtySix Thousand Five

Hundred FourtySeven Only

13.00 (ii) 1.2 dia - 3.01 to 3.99 m Depth Rmt. 9738.00 Rupees Nine Thousand Seven

Hundred ThirtyEight Only

For 300,450 & 600 dia. Pipe (More than 4.0 mt. depth) & for 900 mm

dia.pipe for any depth

7.00 (i) 1.5 dia x 4.0m Depth No 61480.00 Rupees SixtyOne Thousand Four

Hundred Eighty Only

2.00 (ii) 1.5 dia - 4.01 to 4.99 m Depth Rmt. 11386.00 Rupees Eleven Thousand Three

Hundred EightySix Only

1.00 (ii) 1.5 dia x 5.0m Depth No 77185.00 Rupees SeventySeven Thousand

One Hundred EightyFive Only

1.00 (ii) 1.5 dia - 5.01 to 5.99 m Depth Rmt. 11386.00 Rupees Eleven Thousand Three

Hundred EightySix Only

1.00 (ii) 1.5 dia x 6.0m Depth No 88342.00 Rupees EightyEight Thousand

Three Hundred FourtyTwo Only

1.00 (ii) 1.5 dia - 6.01 to 6.99 m Depth Rmt. 11398.00 Rupees Eleven Thousand Three

Hundred NinetyEight Only

2.00 (ii) 1.5 dia x 7.0m Depth No 118097.00 Rupees One Lacs Eighteen

Thousand NinetySeven Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

1.00 (ii) 1.5 dia - 7.01 to 7.99 m Depth Rmt. 15381.00 Rupees Fifteen Thousand Three

Hundred EightyOne Only

7 Constructing Scraper Manhole of following size (inside clear) including

excavation refilling plain cement concrete (1:2:4) for foundation, CC channel

(1:1.5:3) , 20 mm thick inside cement plaster in SRC Cement & 20 mm thick

outside plaster in two coats, PVC foot steps, brick masonary in C.M. (1:5),

excluding cost of manhole cover in RCC M-20 etc complete. excluding cost of

Machinehole seatcover etc complete

For 300 mm & 450 mm Dia

5.00 1.4 X 1.4 X 2.0 No 53260.00 Rupees FiftyThree Thousand Two

Hundred Sixty Only

10.00 1.4 X 1.4 X 3.0 No 67010.00 Rupees SixtySeven Thousand Ten

10.00 1.4 X 1.4 X 4.0 No 89060.00 Rupees EightyNine Thousand

1.4 mt. size Machinehole

1.00 * Extra depth beyond 2.0 mt. to 3.0 mt. for 1.4 x 1.4 mt. size Machinehole Rmt. 13750.00 Rupees Thirteen Thousand Seven

Hundred Fifty Only

10.00 * Extra depth beyond 3.0 mt. to 4.0 mt. for 1.4 x 1.4 mt. size Machinehole Rmt. 22050.00 Rupees TwentyTwo Thousand

10.00 * Extra depth beyond 4.0 mt. to 5.0 mt. for 1.4 x 1.4 mt. size Machinehole Rmt. 24070.00 Rupees TwentyFour Thousand

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

8 25.00 Providing F.R.C. MH seat cover incl. carting and fixing to the work site etc. No. 2380.00 Rupees Two Thousand Three

comp. Directed. Hundred Eighty Only

F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers & Frames Cover:

728mmø & 100 mm thick circular cover, 35.00MT load design,100 x 2mm MS

flat all round,16mm øplain round bar for lifting the cover & should be fitted

with plastic cups. Frame:560mm ø clear opening, -888 x 888 x 175mm. On

the upper periphery off rame 25x3 mm wide MS flat should be well embed in

concrete to protect the edges off rame. FRCE.H.D.-35 machinehole cover &

frame described as above. and Carting and Fixing M.H., Chamber or Catchpite

Cover in line and level to match exisisting road level in C.C.1:2:4 and finishing

smooth, watering and protecting for 7 days etc. complete as directed.

9 3418.00 Extra rate over item of excavation of earth for excavation of asphalt m2 200.00 Rupees Two Hundred Only

pavement/RCC of thickness upto 0.30 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the

material as directed. (i) up to 0.30 meter (By any type of Breaker Machine or

R.C.C Cutter machine including cost of operator, fuel & transportation etc

10 200.00 Reinstatement of Bituminous road including with 40 mm thick Bituminous m2 1801.00 Rupees One Thousand Eight

Concrete using 5.4 % Asphalt ,50 mm thick DBM using 4.5 % Asphalt with Hundred One Only

tack coat using RS 1 emulsion @ 2.5 Kg/Sqm , with Tack coat using RS

emulsion @ 2.5 Kg/Sqm, Prime coat with SS 1 emulsion @ 7.5 kg/Sqm,250

mm thick WMM , 200 mm thick GSB I loosening and recompacting ground

as per respective MoRTH specification and as directed by engineer in charge

11 Construction of chambers in RCC M30 with Ordinary Portland cement with

TMT Fe-500 reinforcement,PCC150 mm thick in M 15 ,15 mm thick inside

cement plaster with OPC Cement in C.M.1:3 and depth of chamber from G.L.

to pipe invert level inc and depth of chamber from G.L. to pipe invert level

including complete civil works and inclusive of the cost of of excavation,

refilling and PVC foot steps including providing RCC Slab in one single piece

with fixing of FRC (heavy duty) machinehole frame and cover. etc. complete.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

51.00 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

51.00 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

51.00 3.0 to 4.5 m. m3 103.00 Rupees One Hundred Three Only

51.00 4.5 to 6.0 m. m3 109.00 Rupees One Hundred Nine Only

51.00 6.0 to 7.5 m. m3 113.00 Rupees One Hundred Thirteen

32.00 7.5 to 9.0 m. m3 141.00 Rupees One Hundred FourtyOne

6.00 b) PCC M-15 m3 3758.19 Rupees Three Thousand Seven

Hundred FiftyEight and Paise

57.00 RCC Wall m3 8083.00 Rupees Eight Thousand

EightyThree Only

7.00 RC.C. Top Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

7.00 RC.C. Base Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

6.00 d) TMT Fe-500 Reinforcement MT 77285.20 Rupees SeventySeven Thousand

Two Hundred EightyFive and

Paise Twenty Only

165.00 e) 15 mm thick Inside Cement Plaster in CM 1 : 3 m2 185.41 Rupees One Hundred EightyFive

and Paise FourtyOne Only

2.00 f) FRC Machinehole Nos. 2380.00 Rupees Two Thousand Three

Hundred Eighty Only

107.00 g) Refilling m3 22.00 Rupees TwentyTwo Only

51.00 h) PVC steps Nos. 87.00 Rupees EightySeven Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

12 1040.00 Dismentaling of the existing structure including removing and stacking the m3 420.92 Rupees Four Hundred Twenty and

dismentelled materials as and where directed (b) Rubble Masonary Paise NinetyTwo Only

13 20.00 Dismentaling of the existing structure including removing and stacking the m3 955.41 Rupees Nine Hundred FiftyFive

dismentelled materials as and directed (A) R.C.C Work and Paise FourtyOne Only

14 24360.00 Refilling the pipeline trenches incl. ramming, watering, consolidating m3 22.00 Rupees TwentyTwo Only

desposal of surplus stuff as directed within a radius of 3 km.

(1) refilling as directed

15 2960.00 Conveyance of materials such as murum, earth, kapchi, gravel, brick bats, m3 103.26 Rupees One Hundred Three and

kankar, sand, debris etc. from the site to approved location, including loading, Paise TwentySix Only

unloading, stacking and spreading etc. complete.

16 2310.00 Shoring or timbering for trench with 50 mm thick planks and suitable size truts m2 71.00 Rupees SeventyOne Only

17 100.00 Grouting with 1:3 cement, sand mortar for anchor bolt pockets, machine bases, m3 3628.28 Rupees Three Thousand Six

pipe sleeves, pockets holes, etc. including roughening and cleaning of concrete Hundred TwentyEight and Paise

surfaces, curing, etc. complete. TwentyEight Only

18 Making connection to the ex. M.H. in running sewer incl. Dewatering and

other required machinery etc. of following dia pipes at any convenient time.

All damaged work shall be well repaired as per instructions.etc. complete.

10.00 * 150 mm to 300 mm dia. No. 1500.00 Rupees One Thousand Five

10.00 * 400 mm to 600 mm dia. No. 2500.00 Rupees Two Thousand Five

5.00 * 700 mm to 900 mm dia. No. 3500.00 Rupees Three Thousand Five

5.00 * 1200 mm to 1500 mm dia. No. 5500.00 Rupees Five Thousand Five

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

5.00 * 1500 mm to 1700 mm dia. No. 6500.00 Rupees Six Thousand Five

5.00 * 1800 mm to 2000 mm dia. No. 7500.00 Rupees Seven Thousand Five

19 100.00 Demoliton and disposal of unserviceable materials with all lead and lift i) m3 639.72 Rupees Six Hundred ThirtyNine

Unreinforced cement concrete and Paise SeventyTwo Only

20 100.00 Demolition including stacking of serviceable materilas and disposal of m3 1110.75 Rupees One Thousand One

unserviceable materials with all lead and lift. (i) R.C.C. work Hundred Ten and Paise

SeventyFive Only

21 100.00 Demolition of brick work and stone masonry including stacking of m3 577.92 Rupees Five Hundred

serviceable material and disposal of unserviceable materials with all lead and SeventySeven and Paise

lift of Cement Mortar NinetyTwo Only

22 27355.00 Dewatering by pumping set of required capacity including temporary platform Hp/Hr 18.28 Rupees Eighteen and Paise

carting pumping at site and fixing the same in position including all TwentyEight Only

accessories, and fuel and labour etc. complete. (Note :- This item shall only be

executed when bailing out of drainage/subsoil water is more than 5 H.P.hour).

23 50.00 Barricading the entire break down or excavated area on rental basis using Rmt. 90.00 Rupees Ninety Only

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for

making temporary sufficient nos of lighting arrangement through out the work

with necessary required arrangement..The same shall be removed after

completion of work. (Only for break down work from start to complete)

24 10.00 Supplying, labour for break down repairing work for activities like excavation, No. 328.00 Rupees Three Hundred

disliting, removing debris from trench back filling etc. comp. as directed by TwentyEight Only

Eng.in charge.(Based on Building SOR 2015-16)

25 200.00 Providing 20mm thick cement plaster in single coat on single or half brick m2 180.40 Rupees One Hundred Eighty and

walls for interior plastering upto floor two level and finished even and smooth Paise Fourty Only

in (i) Cement mortar 1:3 (1-cement:3-sand)

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

26 Temporary/Permanent plugging and blocking of sewer line,branch connections

and diversion Of flows and removal of all plugs,etc.

10.00 300 mm and below dia sewer line No. 1210.00 Rupees One Thousand Two

Hundred Ten Only

10.00 400 mm to 500 mm No. 1452.00 Rupees One Thousand Four

Hundred FiftyTwo Only

10.00 600 to 700 mm No. 2420.00 Rupees Two Thousand Four

Hundred Twenty Only

27 Loosen. de-silt and thoroughly Clean and remove debris and objects such as

boulders, bricks etc bactenotogical slimes, roots, encrustations,

grease,carbonated deposits,etc from the sewer lne Incul ding disposal of

silt/debris/malba/obJects etc.by super suction machine.

10.00 300 mm dia and below dia sewer line Rmt. 1190.00 Rupees One Thousand One

Hundred Ninety Only

10.00 350 mm dia Rmt. 1389.00 Rupees One Thousand Three

Hundred EightyNine Only

10.00 450 mm Rmt. 1785.00 Rupees One Thousand Seven

Hundred EightyFive Only

10.00 600 mm Rmt. 2381.00 Rupees Two Thousand Three

Hundred EightyOne Only

28 Fixing of Rebar on concrete structure for connection with new structure using

Hilti/Fischer or equivalent technology including all labour,tools & tackels

temporary arrangement, saftey measures etc. complete .

20.00 12 mm Dia. Bar No. 176.00 Rupees One Hundred SeventySix

20.00 16 mm dia. Bar No. 415.00 Rupees Four Hundred Fifteen Only

20.00 20 mm dia. Bar No. 654.00 Rupees Six Hundred FiftyFour

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

29 250.00 Construction of granular sub-base (Grade - I) by providing coarse graded m3 1149.79 Rupees One Thousand One

material, spreading in uniform layers with motor grader on prepared surface, Hundred FourtyNine and Paise

mixing by mix in place method with rotavator at OMC, and compacting with SeventyNine Only

vibratory roller to achieve the desired density, complete as per MoRTH clause

30 250.00 Providing, laying, spreading and compacting graded stone aggregate to wet mix m3 1551.74 Rupees One Thousand Five

macadam specification including premixing the Material with water at OMC in Hundred FiftyOne and Paise

mechanical mix plant carriage of mixed Material by tipper to site, laying in SeventyFour Only

uniform layers with paver in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density as per

31 20.00 Providing and laying cement concrete M20 for thrust block and encasing m3 4422.47 Rupees Four Thousand Four

including formwork but excluding the cost of reinforcement with curing etc. Hundred TwentyTwo and Paise

complete, as directed. FourtySeven Only

32 10.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 m3 3758.19 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work. For thrust block Nineteen Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

33 Repairing damaged M.H. and rasing M.H. up to road level incl. removing

damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the

debris from MH and carting the same as directed. (Based on Drainage SOR

5.00 up to 0.15 mt. (@ Two Coarse) No. 820.00 Rupees Eight Hundred Twenty

5.00 up to 0.35mt. (@ Four Coarse) No. 1300.00 Rupees One Thousand Three

5.00 up to 0.65 mt. (@ Seven Coarse) No. 2010.00 Rupees Two Thousand Ten Only

5.00 up to 0.90 mt. (@ Ten Coarse ) No. 2420.00 Rupees Two Thousand Four

Hundred Twenty Only

PROVIDING AND LAYING STORM WATER NETWORK IN TP-11A-11B ADALAJ OF GUDA AREA

01 Excavation for pipeline tenches for storm water line all with shoring and

struting as per required gradient and line including all safety provision using

site rails and stacking excavated stuff including up to all required lead cleaning

the site etc. complete for all lift and strata as specified.In all sorts of Soil and

42145.00 * 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

17315.00 * 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

2625.00 * 3.0 to 4.5 m. m3 103.00 Rupees One Hundred Three Only

02 2185.00 Providing bedding incl. ramming, watering, levelling consolidating etc. m3 329.00 Rupees Three Hundred

complete as per standard and instruction of engineer in charge as above with TwentyNine Only

required quality sand brought from outside including all lead.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

03 Providing and supplying lSI Standard R.C.C. pipes(of OPC) in standard

lengths of following class and diameter suitable for either collar joints or

rubber ring joints including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 458/ 2021)

Note : One rubber ring should be supplied with each full length socketed pipe,

cost included in rates below.

750.00 250 mm dia for curb intlet(NP3) Rmt. 520.00 Rupees Five Hundred Twenty

7500.00 300 mm dia for curb intlet(NP3) Rmt. 748.00 Rupees Seven Hundred

FourtyEight Only

2530.00 450 mm dia Rmt. 1336.00 Rupees One Thousand Three

Hundred ThirtySix Only

2160.00 600 mm dia Rmt. 1909.00 Rupees One Thousand Nine

Hundred Nine Only

2205.00 900 mm dia. Rmt. 3537.00 Rupees Three Thousand Five

Hundred ThirtySeven Only

2235.00 1200 mm dia. Rmt. 5797.00 Rupees Five Thousand Seven

Hundred NinetySeven Only

04 Lowering, laying and jointing R. C. C. pipes of following diameters in proper

position, grade and alignment at all level as directed by Engineer-in-charge

including conveyance from stores to site of work, labour, giving hydraulic

testing as per lSI code.

R.C.C. PIPES (At any Depth)

750.00 * 250 mm dia. Rmt. 97.00 Rupees NinetySeven Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

7500.00 * 300 mm dia. Rmt. 119.00 Rupees One Hundred Nineteen

2530.00 * 450 mm dia. Rmt. 171.00 Rupees One Hundred SeventyOne

2160.00 * 600 mm dia. Rmt. 228.00 Rupees Two Hundred

TwentyEight Only

2205.00 * 900 mm dia. Rmt. 340.00 Rupees Three Hundred Fourty

2235.00 * 1200 mm dia. Rmt. 440.00 Rupees Four Hundred Fourty Only

05 Providing & Constructing Precast RCC Manhole in RCC M-40 grade

Controlled concrete as per drawing, in OPC including excavation, 80 mm thick

P.C.C. in M-15, Reinforcement in TMT-500, PVC Foot steps, Providing &

fixing FRC Manhole frame & cover complete etc.

For 600 dia. Pipe (upto 4 m. depth)

159.00 (i) 1.2 dia x 2.0m Depth No 35056.00 Rupees ThirtyFive Thousand

11.00 1.2 dia - 2.01 to 2.99 m Depth Rmt. 8332.00 Rupees Eight Thousand Three

Hundred ThirtyTwo Only

For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more than 4 m. depth)

49.00 (i) 1.5 dia x 2.0m Depth No 44314.00 Rupees FourtyFour Thousand

Three Hundred Fourteen Only

17.00 1.5 dia - 2.01 to 2.99 m Depth Rmt. 9824.00 Rupees Nine Thousand Eight

Hundred TwentyFour Only

16.00 (ii) 1.5 dia x 3.0m Depth No 61068.00 Rupees SixtyOne Thousand

SixtyEight Only

6.00 1.5 dia - 3.01 to 3.99 m Depth Rmt. 9838.00 Rupees Nine Thousand Eight

Hundred ThirtyEight Only

For 1200 mm dia.pipe for any depth

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

48.00 (i) 2.0 dia x 3.0 m depth No 84095.00 Rupees EightyFour Thousand

NinetyFive Only

14.00 2.0 dia - 3.01 to 3.99 m Depth Rmt. 16996.00 Rupees Sixteen Thousand Nine

Hundred NinetySix Only

1.00 (ii) 2.0 dia x 4.0m Depth No 103647.00 Rupees One Lacs Three Thousand

Six Hundred FourtySeven Only

1.00 2.0 dia - 4.01 to 4.99 m Depth Rmt. 17016.00 Rupees Seventeen Thousand

06 Constructing Scraper Machinehole of following size (inside clear)including

excavation refilling plain cement concrete (1:2:4) for foundation, CC channel

(1:1.5:3) , 20 mm thick inside cement plaster in OPC Cement & 20 mm thick

outside plaster in two coats, PVC foot steps, brick masonary in C.M. (1:5),

excluding cost of Machinehole cover in RCC M-20 etc complete.

5.00 (i) 1.4 x1.4 x3.0 No. 65760.00 Rupees SixtyFive Thousand Seven

Hundred Sixty Only

5.00 (ii) 1.4 x1.4 x4.0 No. 83800.00 Rupees EightyThree Thousand

Eight Hundred Only

5.00 (i) Extra depth beyond 3.0 mt. to 4.0 mt. for 1.4 X 1.4 mt. size Rmt. 18040.00 Rupees Eighteen Thousand Fourty

5.00 (ii) Extra depth beyond 4.0 mt. to 5.0 mt. for 1.4 X 1.4 mt. size Rmt. 29120.00 Rupees TwentyNine Thousand

One Hundred Twenty Only

5.00 (i) 2.0 x2.0 x3.0 No. 110590.00 Rupees One Lacs Ten Thousand

Five Hundred Ninety Only

5.00 (ii) 2.0 x2.0 x4.0 No. 122010.00 Rupees One Lacs TwentyTwo

Thousand Ten Only

5.00 (i) Extra depth beyond 3.0 mt. to 4.0 mt. for 2.0 X 2.0 mt. size Rmt. 11420.00 Rupees Eleven Thousand Four

Hundred Twenty Only

5.00 (ii) Extra depth beyond 4.0 mt. to 5.0 mt. for 2.0 X 2.0 mt. size Rmt. 36770.00 Rupees ThirtySix Thousand Seven

Hundred Seventy Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

07 20.00 Providing & Fixing F.R.C. MH seat cover incl. carting to the work site etc. No. 2380.00 Rupees Two Thousand Three

comp. Directed. F.R.C. Extra Heavy Duty (EHD-35) Machinehole Covers & Hundred Eighty Only

Frames Cover: 728mm ø & 100 mm thick circular cover, 35.00MT load

design,100 x 2mm MS flat all round,16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame:560mm ø clear opening, -

888 x 888 x 175mm. On the upper periphery off rame 25x3 mm wide MS flat

should be well embed in concrete to protect the edges off rame. FRC E.H.D.-

35 Machinehole cover & frame described as above.

08 Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto 1.0 m

including excavation, refilling, 23 cms thick brick walls in CM (1:5) with C.C.

1:4:8, 20mm thick cement plaster in CM (1:3) outside and 10 mm thick inside

cement plaster in CM (1:3) including perforated precast concrete heavy duty

type frame & cover in M:30 Grade,PVC foot steps etc. complete.

500.00 i) Curb inlet with catch basin No. 11880.00 Rupees Eleven Thousand Eight

Hundred Eighty Only

08A Constructing curb inlet with catch basin of size 0.6 x 0.6 m depth upto 1.0 m

including excavation, refilling, 23 cms thick brick walls in CM (1:5) with C.C.

1:4:8, 20mm thick cement plaster in CM (1:3) outside and 10 mm thick inside

cement plaster in CM (1:3) including perforated precast concrete heavy duty

type frame & cover in M:30 Grade,PVC foot steps etc.complete.

50.00 i) Curb inlet with catch basin No. 9940.00 Rupees Nine Thousand Nine

Hundred Fourty Only

09 Extra rate over item of excavation of earth for excavation of asphalt

pavement/RCC of thickness upto 0.30 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the

material as directed.

9365.00 (i) up to 0.30 meter (By any type of Breaker Machine or R.C.C Cutter machine including

m2 cost of operator,

200.00fuel & transportation

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

10 1500.00 Reinstatement of Bituminous road including with 40 mm thick Bituminous m2 1801.00 Rupees One Thousand Eight

Concrete using 5.4 % Asphalt ,50 mm thick DBM using 4.5 % Asphalt with Hundred One Only

tack coat using RS 1 emulsion @ 2.5 Kg/Sqm , with Tack coat using RS

emulsion @ 2.5 Kg/Sqm, Prime coat with SS 1 emulsion @ 7.5 kg/Sqm,250

mm thick WMM , 200 mm thick GSB I loosening and recompacting ground

as per respective MoRTH specification and as directed by engineer in charge

11 535.00 Dismentaling of the existing structure including removing and stacking the m3 420.92 Rupees Four Hundred Twenty and

dismentelled materials as and where directed (b) Rubble Masonary Paise NinetyTwo Only

12 2125.00 Dismentaling of the existing structure including removing and stacking the m3 955.41 Rupees Nine Hundred FiftyFive

dismentelled materials as and directed (A) R.C.C Work and Paise FourtyOne Only

13 51535.00 Refilling the pipeline trenches incl. ramming, watering, consolidating m3 22.00 Rupees TwentyTwo Only

desposal of surplus stuff as directed within a radius of 3 km.

14 Conveyance of materials such as murum, earth, kapchi, gravel, brick bats,

kankar, sand, debris etc. from the site to approved location, including loading,

unloading, stacking and spreading etc. complete.

17000.00 i) 3 to 5 Km. m3 101.44 Rupees One Hundred One and

Paise FourtyFour Only

15 485.00 Shoring or timbering for trench with 50 mm thick planks and suitable size truts Sq.m 71.00 Rupees SeventyOne Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

16 Construction of chambers in RCC M30 with Ordinary Portland cement with

TMT Fe-500 reinforcement,PCC150 mm thick in M 15 ,15 mm thick inside

cement plaster with OPC Cement in C.M.1:3 and depth of chamber from G.L.

to pipe invert level inc and depth of chamber from G.L. to pipe invert level

including complete civil works and inclusive of the cost of of excavation,

refilling and PVC foot steps including providing RCC Slab in one single piece

with fixing of FRC (heavy duty) machinehole frame and cover. etc. complete.

50.00 0.0 to 1.5 m. m3 89.00 Rupees EightyNine Only

50.00 1.5 to 3.0 m. m3 98.00 Rupees NinetyEight Only

50.00 3.0 to 4.5 m. m3 103.00 Rupees One Hundred Three Only

15.00 4.5 to 6.0 m. m3 109.00 Rupees One Hundred Nine Only

5.00 b) PCC M-15 m3 3758.19 Rupees Three Thousand Seven

Hundred FiftyEight and Paise

25.00 RCC Wall m3 8083.00 Rupees Eight Thousand

EightyThree Only

8.00 RC.C. Top Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

8.00 RC.C. Base Slab m3 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

4.00 d) TMT Fe-500 Reinforcement MT 77285.20 Rupees SeventySeven Thousand

Two Hundred EightyFive and

Paise Twenty Only

80.00 e) 15 mm thick Inside Cement Plaster in CM 1 : 3 m2 185.41 Rupees One Hundred EightyFive

and Paise FourtyOne Only

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

1.00 f) FRC Machinehole Nos. 2380.00 Rupees Two Thousand Three

Hundred Eighty Only

45.00 g) Refilling m3 22.00 Rupees TwentyTwo Only

14.00 h) PVC steps Nos. 87.00 Rupees EightySeven Only

17 1905.00 Earthwork in embankment including breaking clods, dressing with all lead and m3 192.39 Rupees One Hundred NinetyTwo

lift including rolling of earthwork in layers including filling in depression, and Paise ThirtyNine Only

including water of earth as directed (from borrow area within 3 km lead).

18 Making connection to the ex.M.H.in running sewer incl. Dewatering and

other required machinery etc. of following dia pipes at any convenient time.

All damaged work shall be well repaired as per instructions. etc..complete.

5.00 a) 150mm dia to 300mm dia No. 1500.00 Rupees One Thousand Five

5.00 b) 400mm to 600 mm dia. No. 2500.00 Rupees Two Thousand Five

5.00 c) 700 mm to 900 mm dia. No. 3500.00 Rupees Three Thousand Five

19 5460.00 Dewatering by pumping set of required capacity including temporary platform HP/hr 18.32 Rupees Eighteen and Paise

carting pumping at site and fixing the same in position including all ThirtyTwo Only

accessories and fuel and labour etc. complete.

20 250.00 Providing and operation dewatering Pump including fuel charges & operator Shift 600.00 Rupees Six Hundred Only

Charges etc. as directed etc. comp.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

21 Providing And Jointing Stoneware Pipes Incl. Excavation Up to 2 Mt.

Refilling, Transporting Pipes To Work Site, Unloading, Lowering In

Trench, jointing material Such As Cement, sand, Hemp Bitumen As Directed,

Incl. Watering The Trenches Spreading And Carting away Of Surplus material

as directed by engineer in charge.

100.00 (a) 150 mm dia. Rmt 183.00 Rupees One Hundred EightyThree

100.00 (b) 230 mm dia. Rmt 386.00 Rupees Three Hundred EightySix

22 Fixing the TMT reinforcement by Rebaring by Hilti or Equivalent for

50.00 (i) 10mm Dia rebar No. 278.00 Rupees Two Hundred

SeventyEight Only

50.00 (i) 12mm Dia rebar No. 400.00 Rupees Four Hundred Only

23 200.00 Demoliton and disposal of unserviceable materials with all lead and lift i) m3 639.72 Rupees Six Hundred ThirtyNine

Unreinforced cement concrete and Paise SeventyTwo Only

24 200.00 Demolition including stacking of serviceable materilas and disposal of m3 1110.75 Rupees One Thousand One

unserviceable materials with all lead and lift. (i) R.C.C. work Hundred Ten and Paise

SeventyFive Only

25 50.00 Demolation of Brick work and stone masonry including stacking of serviceable m3 577.92 Rupees Five Hundred

materials and disposal of unserviceble materials with all lead and lift(ii) In SeventySeven and Paise

cement mortar NinetyTwo Only

26 500.00 Removing silt from existing drainage line of any dia meter in running water Cmt 283.00 Rupees Two Hundred EightyThree

and carting the same up to all lead and lift as mention below etc. complete as Only

per instruction of engineer in charge.

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

27 250.00 Construction of granular sub-base (Grade - I) by providing coarse graded m3 1149.79 Rupees One Thousand One

material, spreading in uniform layers with motor grader on prepared surface, Hundred FourtyNine and Paise

mixing by mix in place method with rotavator at OMC, and compacting with SeventyNine Only

vibratory roller to achieve the desired density, complete as per MoRTH clause

28 1200.00 Providing, laying, spreading and compacting graded stone aggregate to wet mix m3 1551.74 Rupees One Thousand Five

macadam specification including premixing the Material with water at OMC in Hundred FiftyOne and Paise

mechanical mix plant carriage of mixed Material by tipper to site, laying in SeventyFour Only

uniform layers with paver in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density as per

29 300.00 Providing and laying cement concrete M20 for thrust block and encasing m3 4422.47 Rupees Four Thousand Four

including formwork but excluding the cost of reinforcement with curing etc. Hundred TwentyTwo and Paise

complete, as directed. FourtySeven Only

30 100.00 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse Sand :4 m3 3758.19 Rupees Three Thousand Seven

Graded stone aggregate 20 mm nominal size) and curing etc. complete Hundred FiftyEight and Paise

excluding cost of form work. For thrust block Nineteen Only

31 Repairing damaged M.H. and rasing M.H. up to road level incl. removing

damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the

debris from MH and carting the same as directed. c

100.00 a) upto 0.15 mt (@ Two Coarse) No 820.00 Rupees Eight Hundred Twenty

100.00 b) upto 0.35 mt (@ Four Coarse) No 1300.00 Rupees One Thousand Three

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

32 250.00 Drilling /Pushing of 600 mm dia Horizontal borehole for Carrier pipeline under Rmt. 8132.00 Rupees Eight Thousand One

road incl all strata with required length incl. fixing of 500 mm dia M.S.casing Hundred ThirtyTwo Only

pipe with pushing etc complete Providing & fixing size of pipe for 450 &

mm dia RCC carrier pipe under supervision of authority incl. Provinding,

supplying & fixing of spacer at specified interval if required between Casing

pipe and carrier pipe,with all material labour fabrication,hydraulic testing

of pipe etc complete (for 300 mm dia. Pipe)

Without water main & with RCC Casing pipe

33 150.00 Drilling /Pushing of 1300 mm dia Horizontal borehole for Carrier pipeline Rmt. 30143.00 Rupees Thirty Thousand One

under road incl all strata with required length incl. fixing of 1200 mm dia Hundred FourtyThree Only

M.S.casing pipe with pushing etc complete Providing & fixing size of pipe for

600 mm dia RCC carrier pipe under supervision of authority incl. Provinding,

supplying & fixing of spacer at specified interval if required between Casing

pipe and carrier pipe,with all material labour fabrication,hydraulic testing

of pipe etc complete

Without water main & with RCC Casing pipe

Operation and Maintenance cost for WATER SUPPLY SCHEME IN TP-11A & 11B OF GUDA AREA for 3 Years

01 O & M cost for One year : 0.5 % of Capital cost

02 O & M cost for Second year

03 O & M cost for Third year

Grand Total Rs.

Grand Total Rs.

I/We am/are willing to carry out the work at ________% above/below percent (should be written in figures and words) of the estimated rate mentioned above. Amount of my / our

tender works out as under .

Estimated Amount Put to Tender Estimated Amount Put to Tender

Deduct____% Below Rs.________ Add____% Above Rs. ___________

Item Qty. Description Unit Rate in Rate in Words Amountin Rs.

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

2 All columns in the Schedule should be filled in ink and the total of the entire in the last columns should be struck by the contractor under his signature.

3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture, weather etc.

4 To be continued on additional sheets, if found necessary.

5 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

6 GST is applicable seperatly for all type of works by the Client (Total Tender Cost is without GST).

7 The bituminous work shall be carried out by the contractor or as under by utilizing.

8 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-102008-61-S dated 27-11-2008 attached with tender papers.

9 From dt. 1-7-2017 GST is applicable hence Agency should quote price accoringly. Any dispute regarding this will not be considered by GUDA

10 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be

11 GST and Income tax TDS will be deducted at a source while making payments of bills.

12 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption

have been deducted from the rate of original item at the rate of input rate mentioned in SOR used for preparation of Estimate.

Signature of Contractor

Executive Engineer

Gujarat Urban Development Authority (GUDA)