Development of Chenpur lake in Ranip ward of West Zone, Ahmedabad Municipal Corporation

(5) Date of e-Tender (Technical Bid) Opening : Dt. 25/02/2026 at 12.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Development of Chenpur Lake in Ranip Ward of West Zone,

Ahmedabad Municipal Corporation

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 16,19,453/-

Date of Opening of Tender : Dt. 25/02/2026 upto 12:00 Hrs.

Quoted Price in Rs. 16,19,45,313/-

I / We am / are willing to carry out work at _____________________ % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ________________ (in figures)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________

Total Rs. __________ Net Rs. ___________

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Tender Cost For

Development of Chenpur lake in Ranip ward of West Zone,

Ahmedabad Municipal Corporation

RECAPITULATION SHEET

SUB ESTIMATE DESCRIPTION ESTIMATED

1.0 Civil Works

2.0 Civil Works for Toilet block

5.0 Plumbing for Toilet block

6.0 Plumbing for Irrigation work

7.0 Sewerage Network

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 1 : Civil works

It. No Item Description Quantity Unit Rate Amount

1 Chharu for walkway: 682.00 Cu.m 731.00

Providing and laying brick bat chharu, Screed GSB and sand

respectivelay in (70:20:10) ratio over subbase including

spreading in uniform layer of 200mm thickness consolidating

with plate compactor or 10 ton roller watering and finishing in

level and slope as shown in the drawing or as directed by

engineer in charge.

2 Filling in foundation and plinth with murrum or selected soil in 511.50 cu.m 286.20

layers of 20cm. thickness including watering, ramming and

consolidating etc. complete (Subbase for Chharu)

3 Masonry- 537.50 cu.m 4011.44

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation

& plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)

4 Wall painting (two coats) with plastic emulsion paint of 1500.00 sq.m 78.44

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

5 Precast Bench with backrest- 30.00 no. 16100.00

Providing and Fixing Precast Exposed Finish Concrete

Bench with Backrest of size 1270(L) x 450(B) x 830(H) mm

as per design specified and selection. Concrete shall be of

Grade M250 i.e. 1 Cement : 1 Sand : 2 Aggregate.

Aggregate volume in concrete shall be 70% of 20 mm

(Kapachi) and 30% of 10 mm (Grit). Reinforcement of 8 mm

Tor steel of IS Grade at 150 mm c/c to be included within

concrete. Minimum 5 sides of the Bench (Except 1 side

consisting of the bottom or the side face in joinery while

fixing) must be Exposed finish. No Superficial surface

treatment shall be allowed in any circumstances. It include

Loading, unloading, transportation, etc. complete as per

instructions of engineer-in-charge. It includes necessary

fittings, accessories, etc. as per details provided by

6 Supply and installation of concrete bollard of size 300mm 15.00 no. 1725.00

diameter x 900mm height, constructed using M-30 concrete

and 4nos 8mm dia Fe500 reinforcement through the section

as directed by EIC including supply of all

It. No Item Description Quantity Unit Rate Amount

7 Tensile Pergola 2 (5mx5m)- 2.00 no. 195500.00

Providing, fabricating and installing of Tensile Fabric atrium

Structure (Model: Free Standing Chesspad), including

fabrication and installation of fabric canopy as per design

and details, using white coloured 1 mm thick architectural

structural fabric, Both sides Weldable coated with TYPE

Mehler / Sattler / Verseidag, having min 700 g/sqm., meeting

the EN ISO 1421 standard in parameters of tensile strength,

DIN 53.363 in tear strength, and adhesion, meeting the DIN

4102 1 standard for flame retardancy, having polyester

woven scrim and PVC layers, HF heat sealed at joints and

hot air or cyanoacrylate pasting other required locations, SS

nuts, bolts, endplates, aluminum clamping bars / extruded

sections and other required hardware as required per design,

etc. complete. Providing, fabricating, and installing of MS

pipe structure, composed of steel closed hollow sections of

SURYA PRAKASH / MILESTONE/ APOLLO brand with

minimum Fy250 strength, prefabricated, sandblasted, coated

with two coats of zinc oxide, duly painted with epoxy paint,

using primer & approved color finished topcoat.

8 Outdoor play equipment- 1.00 set 422630.00

Providing and fixing in position Children Playground

Equipment as per tender drawing of approved make and as

per sample approved by Architect. Play equipment shall be

fixed in cement concrete base of required size and as per

manufacturer's specification and as directed by engineer in

Required civil work for installation shall be paid in relevant

9 Signage-1 Map 2.00 no. 34749.00

Providing and fixing Signage with exposed concrete panel

with pattern engraved and 4mm thk ACP panel on either side

of approved colour and profile with vinyl printed graphic and

vinyl lamination as per drawing, as approved mock-up

sample. The contractor will have to provide and get approval

on the fabrication / shop drawing. The ACP panel with the

graphic must be mounted on the concrete panel with anchor

bolts and hoisting and erected it the RCC foundation as per

the drawing and rendering if required.

10 Signage-2 Destination 2.00 no. 28194.00

Providing and fixing Signage with exposed concrete panel

with pattern engraved and 4mm thk ACP panel on either side

of approved colour and profile with vinyl printed graphic and

vinyl lamination as per drawing, as approved mock-up

sample. The contractor will have to provide and get approval

on the fabrication / shop drawing. The ACP panel with the

graphic must be mounted on the concrete panel with anchor

bolts and hoisting and erected it the RCC foundation as per

the drawing and rendering if required.

It. No Item Description Quantity Unit Rate Amount

11 Map sign board - 1.00 no. 47290.00

Providing, Fabricating, Erecting on site Local area MAP Sign

Boards as per drawing, Pylon type, Signage plaque (box)

shall be of size 1800mm x 900mm made of MS ISMC angle

75mm x 40mm & bracing of 50mmx6mm MS plate, covered

with 4mm thick aluminum composite panel on both sides of

the box assembly; shall be fixed to the vertical pole. The box

shall be pasted with MICRO PRISMATIC GRADE retro

reflective base sheets on both sides conforming to Type XI

standards of I.R.C. 67 2012 CODE. Letters or borders to be

pasted using transparent electro cuttable film on Fluorescent

Retro Reflective Sheeting. The sign board shall be fixed to

two vertical posts made of ISMC 150x75mm MS channel.

The reflectivity of sheet shall have guarantee of 10 years.

The reflection count shall not be less than 80% of its original

reflection after 10 years. The vertical poles shall be fixed to

the ground by means of properly designed foundation of size

750mmx750mmx900mm. Complete as per specification and

directed by the Engineer.

12 Sign Board in Sq mt: 60.00 sq.m 7912.00

Providing and fixing of Sign Board of size as per the design

made out of 4mm ACP (Aluminum composite Panel); size

100x100 cm as per design of IRC-67-2012; The sign board

shall be covered with 4 mm aluminum composite panel. The

ACP should be pasted with Pattern less Retro Reflectuve

Printable Sheeting conforming to ASM and I.R.C. 67

CODE. The digitally printing the messages (Legends, letter,

numerals, Symbole, Image etc) and borders on retro

reflective sheeting either on Latex platform or UV platform

and then overlaminated by appropriate UV protection

laminate. The ink used for printing shall not be harmful to

environment and shall carry Green guard certification. The

Fixing of the sign to the surface should be either with the

VHB Tape or Anchor / Screw / Studs as recommended by

Engineer Incharge

13 Dustbin- 3.00 no. 26757.00

Providing and fixing MS with synthetic wood double dustbin

(600 x 450 x 950 mm) of galvanised sheet with powder

coating with capacity of 35 Ltr each bin made out of

minimum 1.2mm thick sheet with Saflow or equivalent make

and as per approved sample. Dust bin shall be floor mounted

with anchor bolt with both side pivot for tilting having stand

arrangement. Bin basket will be pivoted with side profile &

with allen key lock. Dustbin shall be having chemical

resistant, blended with stabilizers, Anti Corrosive, Anti Acidic,

Nontoxic and free from joints, welds or rims; open from either

side for easy garbage drop even from distance, Dustbin

model shall be provided for approval and separate Dustbin

for Dry and wet Waste shall be provided (Green and Blue

Colour Demarcation on it, along with client logo on side)

It. No Item Description Quantity Unit Rate Amount

14 Providing and Laying of Rubber Moulded Paver Block 500.00 sq.m 501.60

Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath, parking areas,

service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver block

shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no cutting

of the paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and carting.

The finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5cms thick

Pre cast concrete kerb Providing and fixing 2.5Mpa Grade of

concrete precast exposed pimple texture finish kerb stones

of steel mould Vaccum wet pressed machine approved make

as per approved sample of any size and any type. Kerbs

shall be fixed on the 100mm thk M15 PCC foundation

prepared as per approved design. The rate shall also include

for erecting and fixing the pieces in position for complete

kerb system with Half Batter /Bullnose/ square Profile type of

kerbs including necessary accessories of kerb like radius

kerb, angles and quadrant kerbs, droplet kerbs etc. complete

as per drawing. Kerb shall be fixed as paper joint without any

jointing material. However cement mortar shall be provided

at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting , base , side filling shall

includes as directed engineer - incharge. (b) HB/BN/SQ

600x300x125mm. Make VYARA or Equivalent

16 Providing and laying (Asper approved finish) Kota stone slab 200.00 sq.m 982.83

flooring over 20mm (Average) thick base of cement mortar

1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty

:1.5 - coarse sand) laid over and jointed with grey cement

slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A) 25mm

17 (i) Uncoursed Rubble Masonry with hard stone of approved 20.00 cu.m 2475.26

quality in foundations and plinth in Cement Mortar 1:6 (1-

cement : 6-coarse sand including levelling up etc. complete

18 Coarse Sand for play area- 300.00 Cum 373.00

Supplying and spreading clean coarse sand in play pits,

including spreading and complete

It. No Item Description Quantity Unit Rate Amount

19 Carry out complete alignment survey work by total station 5.00 Hectare 3214.29

along Road alignment (1 m x 1 m grid), including taking

ground level and contours of lake, details of existing

structures, details of all manholes, catch pits, pipe line,

valves, light poles, trees, overhead electrical lines, BSNL

section pillar / box, electrical boxes, PMT including number

marked on them, road dividers, footpaths, fencing, etc. within

50 m from centre line and providing, fixing necessary

reference pillars, establishing bench mark, establishing

foundation layout on ground, including submission

longitudinal section, cross section and drawing report of

survey work in three hard copies with soft copy in CD to

Engineer-in-charge as directed

20 Demolition of existing masonry, cement concrete, wood

work, steel work, including T&P and scaffolding wherever

necessary, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable material

with all lifts and lead

a R.C.C. works 100.00 Cum 1047.38

b Brick & Stone masonry Work 50.00 Cum 544.95

Removing of all type of R.C.C. Hume pipe and stacking upto

AMC store including loading, unloading as directed by

Engineer-in-charge.

Note: Excavation of earth, dismantling of culvert/Structure,

Backfilling is not included which is to be measured and paid

Up to 600 mm dia 10.00 Rmt 201.76

Above 600 mm to 900 mm dia 10.00 Rmt 234.91

Above 900 mm 10.00 Rmt 336.77

22 Excavation for foundation including sorting out and stacking

of useful material sand disposing off the excavated stuff upto

50 Meter lead. (A) Dense or Hard soil

c 3.00 to 5.00 m. depth 30.00 Cum 172.50

23 Filling with available excavated earth (excluding rock) in 1860.00 Cum 129.10

trenches, plinth, sides of foundation in layers not exceeding

20 cm in depth consolidating each deposited layer by

ramming and watering

24 Conveyance charge of earth, lime, murrum, building rubbish,

manual garbage, sludge, excavated rock, fly ash, aggregate

of any kind etc. complete.

25 Providing and laying in positions mechanically mixed Plain 520.00 Cum 3579.81

Cement Concrete M15 grade for levelling course as directed

by Engineer-in-charge with graded stone aggregate from

mm to 20 mm including curing complete including cost of

formwork in (A) Foundation

It. No Item Description Quantity Unit Rate Amount

26 Earthwork for embankment including breaking clods, 5540.00 Cum 151.00

dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur during

the process using power roller 8T to 10T from borrow pits

with all lifts and leads.

27 Supplying, fabricating and placing in position MS liner made 194.00 MT 46855.18

of MS plate for initial length of cast-in-situ concrete piles

including all operation such as straightening, cutting, bending

to shape, welding, fabricating, driving, placing in position,

applying coat of primer and 2 coats of anticorrosive paint etc.

complete as per specification excluding temporary liner if

provided. Depth and thickness of liner as per drawing.

28 Empty boring to the required depth (measured from bottom

of pile cap to founding level) by means of hydraulic pilling rig

through all strata like soil, sand, clay, murrum, gravel,

pebble, boulder, cobble, soft rock, etc. for pile of diameter as

below, supported with the help of bentonite slurry including

all required plant & machineries, disposal of excavated

material with all leads & lifts, mobilisation demobilisation,

remobilisation if required, transportation of required plant and

machineries, etc. Method of boring shall be as per IS 2911-

Part 1 - Section -II.

1.)Bore hole Drilling shall be done by use of hydraulic rig

using temporary casing of required depth upto cut off level of

pile, using bentonite slurry

2.)Reinforcement will be paid separately.

3.)Rate shall also include drilling and socketing in rock at

required depth.

4.)Length of pile shall be measured from bottom of pile cap

and upto the founding level.

5.)Rate is inclusive of empty boring through overburden (i.e.

temporary working platform, etc.)

450mm dia. Pile 4128.00 Rmt 376.97

750mm dia. Pile 6660.00 Rmt 1047.13

29 Providing and placing reinforced cement concrete M30 grade 3600.00 Cum 4723.52

with tremie pipe in RCC bored piles of any diameter using

mm to 20 mm machine crushed well graded stone

aggregate, natural or crushed sand of approved quality, OPC

53 grade cement with contractor's own concrete mix design

as approved by client, including necessary mixing in fully

automatic batch mix plant, transport, curing, casting of pile of

any dia cut off level & chipping of pile up to cut off level,

disposal of chipped material with all leads & lifts, etc.

complete as per execution drawing & specification & as

directed by engineer In charge. Including mobilisation,

demobilisation, remobilisation, transportation of required

plant and machineries if required.

It. No Item Description Quantity Unit Rate Amount

30 Providing and casting in-situ Reinforced Cement Concrete 1840.00 Cum 4932.26

M30 grade controlled cement concrete in pile cap etc. using

6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement

with contractor's own concrete mix design etc. complete as

per specification.

The rate is inclusive of all materials, including necessary

dewatering, mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, shuttering,

formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, Thermocol as

per drawing above utility etc. all, wherever necessary, with all

lead and lift with contractor's labour, tools & plants,

machineries, as required.

31 Providing and casting in-situ Reinforced Cement Concrete 470.00 Cum 5226.79

M30 grade controlled cement concrete in retaining wall (shall

be cast in single lift or as per direction of Engineer in

charge), etc. using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality, OPC

grade cement with contractor's own concrete mix design as

approved by AMC department, etc. complete as per

The rate is inclusive of all materials, including necessary

mixing in fully automatic batch mix plant, transport, curing,

vibrating, placing in position, scaffolding, staging, shuttering,

formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's labour, tools

& plants, machineries, as required, with including cost of

finishing equivalent to F3 type exposed concrete and form

32 Providing and laying - Filter Media 600mm thick directed at 300.00 Sqm 1168.65

the back of abutments, returns and wing walls as per

detailed specifications

33 Providing & laying weep hole in Abutment, walls, returns etc. 300.00 No. 81.75

by using A.C. pipe of 100mm including laying in proper grade

and jointing the completed as per detailed specification.

34 Providing & laying rubble soiling (hand packing) on prepared 60.00 Cum 2279.00

surface and filling interstice with sand including all material

,spreading ,watering etc completed as directed.

35 Providing and casting in-situ Reinforced Cement Concrete

M30 grade controlled cement concrete for Storm water box

drain, Shaft etc. including tamping, vibrating, levelling and

curing complete with all formwork, dewatering wherever

required including all materials, labours, plants, machineries

& tools, all leads and lifts, etc. complete as per specification.

Base slab 30.00 Cum 4660.99

Wall 30.00 Cum 5226.79

Top slab 30.00 Cum 5369.35

It. No Item Description Quantity Unit Rate Amount

36 Providing and laying controlled cement concrete M25 for

compound wall, Pump room & other works etc. work with

vibrating, curing etc. complete but excluding the cost of

formwork and reinforcement for reinforced concrete work in

a Footings 80.00 Cum 4238.04

b Column 80.00 Cum 4593.91

c Beam, Plinth beam & Coping 50.00 Cum 4496.07

d Slab 1.00 Cum 4496.07

37 Providing and laying controlled cement concrete M30 for

underground tank with vibrating, curing etc. complete

excluding the cost of form work & reinforcement for RCC

work stated below etc. complete at any height as directed.

For U.G. tank, Pump house etc.

a Base 13.00 Cum 4395.06

b Wall 14.00 Cum 4676.90

c Beam 3.00 Cum 4496.07

d Top slab 10.00 Cum 4653.09

e Column 1.00 Cum 4750.93

38 Providing form work of ordinary timber planking so as to give

a rough finish including centring. Shuttering strutting and

propping etc. Height of propping and centring below

supporting floor to ceiling not exceeding 4.0m. And removal

of the same for in including reinforced concrete and plain

concrete work in :

a Footings / Base 249.00 Sqm 171.68

b Column 698.00 Sqm 297.68

c Beam, Plinth beam & Coping 328.00 Sqm 192.15

d Wall 120.00 Sqm 229.95

e Top slab 50.00 Sqm 252.00

39 Providing TMT Bar Fe-500D reinforcement bars for R. C. C.

work including bending, binding and placing in position

complete upto floor two level.

Pile cap 184.00 MT 72492.60

Box culvert - Base slab 4.00 MT 72492.60

Box culvert - Wall 4.00 MT 72492.60

Box culvert - Top slab 4.00 MT 71883.03

Compound wall, R.C.C. Retaining Wall, Toilet block, 85.00 MT 75460.00

Undergraound tank & Pump room, Toe wall & other works

40 Providing and fixing plastic moulded reinforced steps with 10 20.00 No. 87.00

mm TOR steel bar with plastic polyproclene (P.P.) material

(vergin) etc. complete.

41 Providing and fixing water tight construction or expansion 63.00 Rmt 377.00

joints. 180 mm dia. dum belled type

It. No Item Description Quantity Unit Rate Amount

42 Providing and laying white glazed tiles 6mm thick in 80.00 Sqm 1049.31

underground/O.H. water tank base & wall on 10 mm thick

water proofing cement plaster1:3(1-cement : 3-coarse sand)

and jointed with white cement slurry.

43 Fabricating, supply and erecting in position Standard 37.00 MT 126680.00

Structural steel sections conforming to IS 2062 (Latest

revision) for railing , skywalk, stair, or other works using

ISMB, ISA, ISMC, MS plate, flat, square bars, pipe, square

pipe, rectangular sections, square section, tube, etc.

including welding, cutting, wastage, etc. complete. The rate

is inclusive of welding rod, supply & fixing of correct size nut,

bolts, washers, including one primer coat of red lead paint

conforming IS:102 Zinc chromate paint conforming to IS:104

followed by two coat of aluminium paint as per IS:2339 OR

enamel paint of color as selected by engineer in charge, with

all contractor's materials, labour, tools & plants, in

bolted/welded construction as directed by Engineer-in

Charge. The waste cut pieces shall not be included in the

paying quantity. The work shall be done as per drawing and

specification. The work shall be carried out as per IS:800,

Fabrication shall be in a perfect Architectural workmanship

manner and as provided in Section V & VI of IS 800 & IS

The rate shall include for applying two or more coats of

approved make and shade PU paint over two coat (min

DFT) of anti corrosive epoxy base primer, as per

manufacturer's specification

44 Brick work using common burnt clay building bricks having 312.00 Cum 4274.01

crushing strength not less than 35kg./Sq.Cm. in masonry

wall in Cement Mortar 1:5.(1-Cement: 5 -fine sand).

45 Providing 15mm thick cement plaster in single coat on 1670.00 Sqm 174.83

Rough (Similar) side of single or half brick walls / Concrete

work upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand)

46 Providing and applying 20 mm thick sand faced cement 2190.00 Sqm 297.68

plaster at outside RCC / brick on work upto height 10 mtr.

above ground level consisting of 12 mm 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

47 Providing and laying 50 mm thick heavy duty cement 10.00 Sqm 423.08

concrete flooring in 1:2:4 (1 cement : 2 coarse sand :

graded stone aggregate 20 mm nominal size) with ironite

powder including finishing with a floating of neat cement etc.

complete laid in one layer in dry well area below GL, and for

It. No Item Description Quantity Unit Rate Amount

48 Providing and fixing aluminium powder coated ventilation 2.00 Sqm 1163.92

with standard extruded of aluminium section of size 63mm x

38.10mm x 1.2mm, @ Wt. 0.643 Kg/mt with polyester

powder coated (having minimum coating thickness

micron) aluminium frame for ventilation with 5 mm thick

toughen frosted glass, all required powder coated aluminum

fittings, fixtures and accessories as per details etc. complete

and as directed by Engineer in charge. Contractor shall be

responsible for stability and water tightness of window.

49 Wall painting for inside wall (two coats) with plastic emulsion 1670.00 Sqm 152.02

paint of approved brand & manufacture on undercoated wall

surface to give an even shade including thoroughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

Applying two coats of Birla or Asian acrylic lapy ( putty) &

two coats of primer of approved brand and manufacture on

new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping

and other foreign matter and sand papered smooth.

50 Finishing wall with weather proof exterior emulsion 19710.00 Sqm 113.40

paint on wall surface (two coats) to give an required shape

even shade after thoroughly brushing the surface to

remove all dirt, and remains of loose powdered

materials.etc complete.

51 Labour charges for writing of capital letter "AMC" in green 230.00 No. 390.00

plaster of 30 cm height, 25 mm thick and 12 mm embossed

as per given detail in outside of compound wall as instructed

by Engineer in charge.

52 Manufacturing, supplying, laying and jointing 150 mm dia 70.00 Rmt 364.00

RCC NP2 Pipe of 0.3 m long as per IS-458 (latest revision)

specification for compound wall and fixing as per directed by

Engineer-in-charge.

53 Providing and fixing iron doors and frame & cover for water 240.00 Kg 99.00

tank etc. including using the frames of channels, angles and

flats and MS sheets as per drawing including revating or

welding and fixing in concrete block including iron fixture and

fastening with one coat of primer and 3 coats of enamel paint

54 Dewatering by pumping set of required capacity including 150000.00 hp/hr 18.32

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

55 Providing and laying Casting in situ controlled cement 149.00 Cum 4660.99

concrete M-30 for R.C.C. Toe wall including necessary

shuttering laying, vibrating, ramming and curing complete.

It. No Item Description Quantity Unit Rate Amount

56 Providing & laying 22.5 cm thick dry rubble stone pitching on 100.00 Sqm 838.00

side slope on earthwork on murrum bed 7.50 cm thick &

filling interstic with murrum & providing Flush pointing in CM

1:3 etc. complete including curing & preparing slope in Earth

work as directed.

57 Providing and supplying lSI Standard R.C.C. pipes(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 collar should be supplied with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost

included in rates below.

2000 Dia NP3 Pipe 30.00 Rmt 16563.00

1200 Dia NP3 Pipe 150.00 Rmt 7454.00

900 Dia NP3 Pipe 10.00 Rmt 3537.00

600 Dia NP3 Pipe 50.00 Rmt 1909.00

450 Dia NP3 Pipe 50.00 Rmt 1336.00

58 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe in SRC Cement of following

class with Socket and spigot joints as per IS 458 -2021

including EPDM Rubber ring as per IS 5382 (Latest

Revision) etc. comp. As Directed by Engineering in charge.

300 Dia NP3 Pipe 10.00 Rmt 755.00

450 Dia NP3 Pipe 10.00 Rmt 1361.00

59 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. RCC Pipes (Any depth).

300 Dia Pipe 10.00 Rmt 119.00

450 Dia Pipe 60.00 Rmt 171.00

600 Dia Pipe 50.00 Rmt 228.00

900 Dia Pipe 10.00 Rmt 340.00

1200 Dia Pipe 150.00 Rmt 440.00

2000 Dia Pipe 30.00 Rmt 803.00

60 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 10.00 No. 3125.00

0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10),

23 cms thick brick masonry wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at bottom and 15 mm

thick cement plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

61 Catch Pit Jali Fixing P/F FRC catch pit jali with frame 600mm 10.00 No. 1383.93

x 600mm clear opening etc. comp.. As directed by engineer

62 Construction of inlet & Overflow structure in M30 grade

Concrete including excavation, PCC M 15, RCC Wall and

base slab, TMT Fe500 Reinforcement, rubble pitching,

mm thick flooring( 1:2:4) & 20 mm thick plaster with water

proofing agent etc., complete.

It. No Item Description Quantity Unit Rate Amount

RCC M 30 in OPC Cement

62 R.C.C. Base Slab 142.00 Cum 8213.00

62 R.C.C. Wall 120.00 Cum 8083.00

62.1 Rubble Filling 250.00 Cum 2068.00

62.1 TMT Fe-500D Reinforcement 25.00 MT 77504.00

62.1 PVC water stop - 180mm dia. dum belled type 166.00 Rmt 330.00

62.1 20 mm thick cement plaster with water proofing (1:3) 400.00 Sqm 292.00

62.1 40 mm thick cement concrete flooring 1:2:4 with water 140.00 Sqm 304.98

63 Supplying, cleaning, cutting, bending, welding, fabricating, 3150.00 Kg 99.00

erecting structural steel in position irrespective of locations

and levels as per drawing including 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 Flap gate.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 2 : Civil Works for Toilet block

It. No Item Description Quantity Unit Rate Amount

1 Excavation for foundation including sorting out and stacking

of useful material sand disposing off the excavated stuff upto

50 Meter lead. (A) Dense or Hard soil

2 Filling available excavated earth(excluding rock) in trenches. 200.00 Cum 129.10

plinth, sides of foundations etc. in layers not exceeding

cm. in depth consolidating each disposited layer by ramming

3 Filling in plinth with sand under floors including watering 20.00 Cum 455.63

ramming, consolidating and dressing complete

4 Extra Over Item No. 1 of Excavation - for additional lead from 60.00 Cum 102.42

50 mtr. To 5.0 km.

5 Providing and laying in positions mechanically mixed Plain 13.00 Cum 3579.81

Cement Concrete M15 grade for levelling course as directed

by Engineer-in-charge with graded stone aggregate from

mm to 20 mm including curing complete including cost of

formwork in (A) Foundation

6 Providing and laying controlled cement concrete M25 for

foundation and superstructure with vibrating, curing etc.

complete excluding the cost of form work but excluding the

cost of reinforcement for RCC Toilet block structure work,

etc. complete at any height, as directed.

a Footings 10.00 Cum 4238.04

b Grade slab 9.00 Cum 4238.04

c Column 10.00 Cum 4593.91

d Beam, Plinth beam & Coping 11.00 Cum 4496.07

e Slab 11.00 Cum 4496.07

f Wall 3.00 Cum 4519.88

7 Providing form work of ordinary timber planking so as to give

a rough finish including centring. Shuttering strutting and

propping etc. Height of propping and centring below

supporting floor to ceiling not exceeding 4.0m. And removal

of the same for in including reinforced concrete and plain

concrete work in :

a Footings / Base 10 Sqm 171.68

b Column 95 Sqm 297.68

c Beam, Plinth beam & Coping 92 Sqm 192.15

d Top slab 90 Sqm 252.00

e Wall 40 Sqm 229.95

8 Providing TMT Bar Fe-500D reinforcement bars for R. C. C. 7.00 MT 75460.00

work including bending, binding and placing in position

complete upto floor two level.

It. No Item Description Quantity Unit Rate Amount

9 Brick work using common burnt clay building bricks having 5.00 Cum 4011.66

crushing strength not less than 35 kg./Sq.Cm. in foundation

and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine

sand)(B) Conventional

10 Brick work using common burnt clay building bricks having 20.00 Cum 4283.91

crushing strength not less than 35 kg./Sq.Cm. in

superstructure in Cement Mortar 1:5. (1- Cement : 5 -fine

sand)(B) Conventional

11 Providing 15mm thick cement plaster in single coat on

Rough (Similar) side of single or half brick walls / Concrete

work upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand)

Wall 50 Sqm 174.83

Ceiling 70 Sqm 199.40

12 Extra over above item for finishing with a floating coat of neat 50.00 Sqm 47.73

13 20mm thick sand faced cement plaster on walls upto height 120.00 Sqm 297.68

10 metres above ground level consisting of 12mm thick

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

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

14 Finishing wall with water proofing cement paint of on wall 110.00 Sqm 56.87

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after

thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

15 Extra over above Item for every subsequent coat of water 110.00 Sqm 31.82

proofing cement paint of approved brand and manufacture.

16 Wall painting (two coats) with plastic emulsion paint of 120.00 Sqm 78.44

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

17 Providing and fixing machine cut, both side mirror polished 5.00 Sqm 4491.00

18mm thick best quality Granite stone slab of required size

with rounded edges, fixed as urinal partitions/ wash basin

counter by cutting a chase of appropriate width with chase

cutter and embedding the stone in the chase with epoxy

grout or with cement mortar 1:2 (1 cement : 2 coarse sand)

as per drawing and as per direction of Engineer-in-charge.

All expose edges shall be rounded and mirror polished. Rate

shall be inclusive of chasing, cutting, edge champhering,

edge polishing, making holes (if required), curing, finishing,

maintaining up to handling over the project etc complete for

all floor, all level. Only finished granite work shall be

measured. Sample shall be approved by Architect.

It. No Item Description Quantity Unit Rate Amount

18 Providing and laying polished Kota stone slab flooring over 13.00 Sqm 982.83

20mm (Average) thick base of cement mortar 1:6 (1-cement :

6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse

sand) laid over and jointed with grey cement slurry mixed

with pigment to match the shade of slab including rubbing

and polishing etc. complete. (A) 25mm thick

19 Providing and fixing mirror panelling on framework made in 3.00 Sqm 1452.56

ply as per detail drawings. The frame work shall be fixed to

the wall with necessary Anchor screws. The 12mm thick

marine grade ply wood shall have provision of indirect

lighting. The plywood surface shall be fixed with 6mm thick

edge polished clear mirror (Miralite Evolution from Saint-

Gobain Make), the mirror shall be properly fixed using in

combination of 3M make double sided tape with primer

applied to ply and mirror and Dowcorning / Mcoy make

silicon sealants with necessary SS Studs arrangements with

adhering to the detail drawings and manufacture

specifications. The Frame and the ply shall be set inside and

only mirror shall be projected as per the detailed drawing.

20 Providing and laying broken chine mosaic flooring for terrace 70.00 Sqm 739.89

using 12 mm to 20 mm broken pieces of glazed tiles to be

laid over cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto surface using white

cement including rounding off junctions and extending them

upto 15 cm along the wall,clearing with water and oxalic acid

etc. as directed.

21 Providing and fixing aluminium powder coated ventilation 16.00 Sqm 1163.92

with standard extruded of aluminium section of size 63mm x

38.10mm x 1.2mm, @ Wt. 0.643 Kg/mt with polyester

powder coated (having minimum coating thickness

micron) aluminium frame for ventilation with 5 mm thick

toughen frosted glass, all required powder coated aluminum

fittings, fixtures and accessories as per details etc complete

and as directed by Engineer in charge. Contractor shall be

responsible for stability and water tightness of window.

22 Fabricating, supply and erecting in position Standard 1000.00 Kg 126.68

Structural steel sections conforming to IS 2062 for railing

skywalk, stair, or other works using ISMB, ISA, ISMC, MS

plate, flat, square bars, pipe, square pipe, rectangular

sections, square section, tube, etc. including welding, cutting,

wastage, etc. complete. The rate is inclusive of welding rod,

supply & fixing of correct size nut, bolts, washers, including

one primer coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two coat of

aluminium paint as per IS:2339 OR enamel paint of color as

selected by engineer incharge, with all contractor's materials,

labour, tools & plants, in bolted/welded construction as

directed by Engineer-in Charge. The waste cut pieces shall

not be included in the paying quantity. The work shall be

done as per drawing and specification. The work shall be

carried out as per IS:800, IS:816

It. No Item Description Quantity Unit Rate Amount

23 Providing and laying Ceramic tiles 6mm thick in skrting risers 100.00 Sqm 1028.11

of steps and dedo on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with white cement slurry

24 Providing and laying Ceramic tiles 6mmthick in flooring 30.00 Sqm 960.47

treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3 coarse sand) finishing with

flush pointing in white cement.

25 Providing and fixing in position titan standard restroom 5.00 Nos 45394.00

cubicles of approved make and quality, including making

holes in the wall, fastening the partitions to the floor with rawl

plugs, SS screws, and grouting and finishing the floor to the

required finish. Top rail is made of stainless steel grade

Spring loaded Butt Hinges made from Stainless steel grade

304. Rotating Thumb-turn locking system with privacy

indicator made from Stainless steel grade

Make: Merino Titan standard restroom cubicle

26 Sanitary pad vending machine- 1.00 Each 6325.00

Providing wall mounted sanitary pad mechanical coin-

operated vending machine with storage capacity of 25 folded

napkins, of Envipure make or similar (Basic rate- INR 5500/-

27 Sanitary pad disposal bin- 1.00 Each 13491.00

Providing wall mounted Sanitary pad disposal bin of Dolphy

make or similar.

28 Soap dispenser- 4.00 Each 2241.00

Providing wall-mounted 304 S S SOAP DISPENSER 1100ML

of Dolphy make or similar. As per RA

29 Door for toilet 3.00 No. 9007.00

Providing and fixing FRP frame size 125x65 mm and 35mm

thick FRP shutter having extra reinforcement on sides &

edges in polish finish. The core of the shutter & frame is to

be filed up with injected polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame & shutter is to

be water proof weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium/ S.S fixtures & fastenings &

fastener sleeve,2x 35cm latch, 2x 10cm metal handles, door

30 Granite- 50.00 Sqm 2419.00

Providing and laying approved Granite stone flooring (color

as per approval) over 20mm (Average) thick base of cement

mortar 1:6 (1-cement : 6-coarse sand) laid over and jointed

with grey cement slurry mixed with pigment to match the

shade of slab including rubbing, polishing and edge finishing

or rounding etc. are per drawing complete. Sample to be

approved by architect (A) 18mm thick

It. No Item Description Quantity Unit Rate Amount

31 Door for toilet storage: 2.00 No. 4271.00

Providing and fixing FRP frame size 125x65 mm and 35mm

thick FRP shutter having extra reinforcement on sides &

edges in polish finish. The core of the shutter & frame is to

be filed up with injected polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame & shutter is to

be water proof weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium/ S.S fixtures & fastenings &

fastener sleeve,1x 35cm latch, 1x 10cm metal handles

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 3 : Landscape

It. No Item Description Quantity Unit Rate Amount

1 Earthwork for embankment including breaking clods, 4800 Cum 167.76

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C to requiired dry density including filling the

depression which occour during the process using

power roller 8T to 10T.

2 Earthwork in cuting in all sorts of soil and soft 2693 Cum 126.48

murrum including conveying and spreading the stuff,

embankment as and where directed at end of the

cutting with all required lead and lift

3 Supply & installation of Coir based Geotextile 700 2700 SQMT 92.92

gsm conforming to IS 15868 : Part 1 to 6, for

covering top of erosion prone slopes or

embankments as per IS 15872:2009; fixed to the

ground with SS staples of 11 guage diaMetre and

220mm length at every 0.50m to 0.75m in

longitudinal and transverse direction including

supply of all material, labour and equipment as

required, upto any lead and lift; as directed by

Engineer-in-Charge

4 Clearing and grubbing road land including uprooting 3 Hectare 28111.92

rank vegetation grass bushes,shrubs,sapling and

trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials

(C) By mechanical means in area of light jungle

5 Felling trees(prosopis juliflora) of the girth (measured 150 No.s 2000.00

at a height of 1 m above ground level), including

cutting of trunks and branches, removing the roots

and stacking of serviceable material and disposal of

unserviceable material. Beyond 30 cm girth upto and

including 60 cm girt.

6 Supplying and spreading good earth like firtile soil as 3671.23 Cu.m. 450.00

directed etc compt.

7 Supply and Conveyance of Compost/ Khatar. 734 Cu.m. 140.37

8 Spreading of sludge, dump manure and/or good 4405 Cu.m. 60.00

earth in required thickness as per direction of officer-

It. No Item Description Quantity Unit Rate Amount

9 Anti termite treatment of plantation area through 45.57 lit 400.00

premise 20% I P. one liter premise diluted in

liters water and applying solution @ 1.00 litre solution

per sqm lawn or bed area.(two application) i/c cost of

chemical)and as per direction of officer-in-

charge.and as per direction of officer-in-charge.

Chemical Chloropyriosos 20% IP. (Make: Gharda

Chemicals, UPL Limited, TATA rallis or equivivelant

company) (Rate Rs. 300/-per lt and 20L-1 acre)

10 Supply and plantation of saplings hedge like 15019 No.s 20.00

(Bougainvillea species (4 colours),ipomea, reed

grasses, Jacaquemonta Violacea,Pennisetum

setaceum 'Rubrum' etc ) having height of minimum

1.00 to 1.5 ft. and bag size is 6 inch x 8 inch, well

branched, well established & free from disease at

site as per the instructions.

11 Providing & laying Selection no. 1 doob grass turf 1610 sqmt 87.50

with earth 50mm to 60mm thickness of existing

ground prepared with proper level and ramming with

required tools wooden and than rolling the surface

with light roller make the surface smoothen and light

watering the same maintenance for 45 days or more

till the grass establish properly,as per direction of

officer in charge.

12 supply and planting of (Jasud, Ixora, Ticoma Gaudi 15019 Nos. 150.00

chaudi, Gultora, Jetropha, Haemeliya, Chandani,

Mogaro, Galfemia, , Allamenda, Desi Gulab,

Euphorbia mili, Jasud Hybrid, Chandani double,

Madhukamini, Madhumalti, Ticoma Capensis, Ixora

draft, Nikadevia, English Karen etc.) having height of

minimum 2.00 to 2.5 ft. and bag size is 13 inch x

inch, well branched,

well established & free from disease at site as per

the instructions

13 Supply saplings of trees species as specified 131 Nos. 350.00

(Alstonia scholaris, Erythrina indica, Jacaranda

mimosifolia,Delonix regia , Anthocephalus cadamba,

Spathodea companulata,Neem (Azadirachta indica),

Lagerstromia speciosa , Tabebuia argentea, Cordia

sebestena, Mimusops elengi, Bauhinia blakeana,

Kigelia pinnata, Cassia fistula, Banyan, Ficus

religiosa, Peltophoroum, Bottle brush, Silver Oak,

Billi, Mahagony, Pendula, Desi Asopalav,Sevan,

Badam, Ficus infectoria, Pinkesiya, Millingtonia

hotensis, Rain Tree, Bakm limdi, kasid, Ashok tree,

parkia, Tabebuia Rosea, millettia, Conocarpus

etc.)having height of minimum 7 ft. to 8 ft. and bag

size is 15 inch x 16 inch, well branched, well

established & free from disease at site as per the

It. No Item Description Quantity Unit Rate Amount

14 Supply saplings of champa (red) having height of 22 Nos. 450.00

minimum 8 to 10 ft. and bag size is 15 inch x 16 inch,

well branched, well established & free from disease

at site as per the instructions.

15 Supply saplings of Terminalia (Mentaly) having 22 Nos. 1100.00

height of minimum 10.00to 12.00 ft. and bag size is

21 inch x 21 inch, well branched, well established &

free from disease at site as per the instructions.

16 Supply and planting of Golden Bamboo having height 22 Nos. 45.00

of minimum 5 to 6 ft. and bag size is 8 inch x 10 inch,

well branched, well established & free from disease

at site as per the instructions.

17 Supply and planting of Diff. Varieties of Palm(Botal 22 Nos. 3500.00

palm,foxtel, ) having height of minimum 10.00 to

12.00 ft. and bag size is 25 inch x 25 inch, well

branched, well established & free from disease at

site as per the instructionss.

18 Staking of trees, palms and large shrubs using 218 Nos. 181.40

quadrapod staking made of 4 nos Bamboo 25 mm

dia 2.5 metre long, fixed 0.3m in the soil and joined

at 2/3 height of plant stem using jute rope, fixed to

plant using rubber sheath; plant stem to be covered

with gunny / jute cloth at fixing point to prevent

damage, complete including supply of all material,

labour and equipment, upto any lead and lift as

directed by EIC

19 Providing and fixing M.S. flat iron tree Guard 60 cm 50.0 Nos. 747.50

dia and 2 m high, above ground consisting 4 nos

x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long

verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S.

flat iron rings in two halves. fixing together at site with

required six numbers of 8 mm dia and 30 mm long

bolts, including painting two coats with synthetic

enamel paint of approved brand and rnanuicctorc

over a coat of primer. One name plate of 1 mm thick

M.S. sheet of size 250x100 mm shall be welded to

the tree guard nsar the middle height ard lettered

CPWD / PWD/ any other approved name. The tree

guard shall be suitably fixed to the ground by

embedding four legs of tree guard in pits of suitable

dia and to a depth of 25 cm, refilling the pits with soil

and ramming, complete in all respect as per

satisfaction and direction of Officer-in-charge.

It. No Item Description Quantity Unit Rate Amount

20 Developing lily pond area with first Levelling of the 115 sqmt 2381.075

pond area as per the design and Filling with yellow

soil non expansive and free from vegetable matters

in layers not exceeding average 100 mm in thickness

watering and thoroughly consolidating the same.

Levelling in proper slop for LDPE Lining. On top of

level ground; Providing and Laying of 500 Micron

LDPE Sheet for pond lining work by heat sealing

machine and leak-proof jointing of sheets at site etc.

complete as per manufacturers installation manual.

After that; Providing and Laying Red Brick

Lining work with single brick size (100mm Size of

Brick on bed and top) in above of LDPE sheet with

Lime and Soil Mortar ration 1:3, for bottom and

inclined area of Lake. Item includes cost of brick,

laying of brickscarefully without damaging the LDPE

sheet. After carefully flooding the lining work and

checking the lickage; Supply and spreading

black,clay,runny soil (chikani mati/Kadav) for the

development of lilies.And lastly plantaing liles in to it.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 4 : Electrical

It. No Item Description Quantity Unit Rate Amount

1 Point Wiring 20.00 no 445.00

Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires, in following type of pipe to be

erected concealed in/ on surface on wall/ceiling complete with 6A

Modular type switch / bell push & accessories and earth

continuity of following type, erected on PVC / Metallic box, single

mounting base frame covered with textured/metallic front plate

modules erected on / in wall / ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose / H.D.Connector as directed.

with medium class Rigid PVC pipe and accessories

(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete

2 Point wiring for secondary light point with 2-1.5 sq.mm & 20.00 no 131.00

earthwire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multistrand copper wires, in following

type of pipe to be erected concealed in / flushed on wall/ceiling,

complete with earth continuity and necessary connection with

primary light with accessories erected on Metal / PVC box

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

open / concealed wiring. with necessary Lamp holder / ceiling

rose / H.D.Connector as directed with medium class 25 MM DIA

Rigid PVC pipe and accessories

3 Point wiring for Two Way Controlled Light Point with 2-1.5 1.00 no 372.00

sq.mm & earth wire of 1.5 sq.mm (green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length, in following type of pipe to be erected

concealed in / flushed on wall / ceiling complete with 6A Tissino

Type ISI marked accessories with earth continuity erected on

Metal/PVC//Wooden box covered with 3 mm thick

PC(Polycarbonate) / Acrylic sheet. with necessary Lamp

holder/ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete

4 Point wiring for FAN with 2-1.5 sq.mm & earthwire of 1.5 sq.mm 5.00 no 632.00

(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC

insulated multistrand copper wires, in following type of pipe to be

erected concealed in / flushed on wall/ceiling complete with 6A

Modular type switch and hum free EME four or more step type

electronic fan regulator with separately mounted and accessories

with earth continuity of following type erected on PVC / Metallic

box, single mounting base frame covered with textured/metallic

front plate modules erected on / in wall / ceiling as per pipe

erected. with necessary ceiling rose / H.D.Connector as directed.

5 Point wiring for Looped Plug with 6A Modular type switch & 5 pin 10.00 no 255.00

socket erected on PVC / Metallic box, single mounting base

frame covered with textured / metallic front plate modules erected

on / in wall / ceiling with following type accessories

It. No Item Description Quantity Unit Rate Amount

6 Point wiring for Individual Plug with & earthwire of 1.5 sq.mm 10.00 no 471.00

(Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires, in following type of to be

erected concealed in / on surface of wall / ceiling complete with

Modular type switch & 5 pin Plug erected on PVC / Metallic box

covered with appropriate front plate modules erected on / in wall /

ceiling as per pipe erected with following type of accessories.

[I] For 6A Plug with 2-1.5 sq.mm Cu. Wire

7 Point wiring for Individual Plug with & earthwire of 1.5 sq.mm 10.00 no 704.00

(Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires, in following type of to be

erected concealed in / on surface of wall / ceiling complete with

Modular type switch & 5 pin Plug erected on PVC / Metallic box

covered with appropriate front plate modules erected on / in wall /

ceiling as per pipe erected with following type of accessories.

[II] For 16A Plug with 2-2.5 sq.mm Cu. Wire

8 Wiring for the 250 volts single phase and neutral 16 amps 10.00 no 829.00

switched socket outlet with 4.0 sq.mm FRLS flexible copper

conductor 1100 volts grade wires of approved make with

concealed or surface mounted 25 mm dia medium gauge PVC

Conduit including providing and fixing of 16 amps 5 pin switch

socket outlet of approved quality color make & design in 2 mm

thick GI box and earthing of fixtures and the outlet box with

2.5 sq.mm PVC insulated copper conductor stranded flexible

9 Providing and erecting 1.6 - 1.8 mm thick FIA approved and ISI 30.00 Mtr. 33.00

mark (embossed) RIGID PVC PIPES of following size complete

erected with necessary PVC fittings & Junction boxes fixed with

adhesive solution & Clamps with following type of erection.2) For

erecting concealed in RCC / Brick wall/slab or Open along with

continuous fish wire to draw mains, laid in approved manner with

plastering by cement mortar & finishing the surface to match the

Supply and laying of 25 mm rigid PVC pipe of 1.6-1.8 mm

10 Providing and erecting 1.6 - 1.8 mm thick FIA approved and ISI 30.00 Mtr. 54.00

mark (embossed) RIGID PVC PIPES of following size complete

erected with necessary PVC fittings & Junction boxes fixed with

adhesive solution & Clamps with following type of erection.2) For

erecting concealed in RCC / Brick wall/slab or open along with

continuous fish wire to draw mains, laid in approved manner with

plastering by cement mortar & finishing the surface to match the

Supply and laying of 32 mm rigid PVC pipe of 1.6-1.8 mm

It. No Item Description Quantity Unit Rate Amount

11 Providing and erecting 1.6 - 1.8 mm thick FIA approved and ISI 30.00 Mtr. 67.00

mark (embossed) RIGID PVC PIPES of following size complete

erected with necessary PVC fittings & Junction boxes fixed with

adhesive solution & Clamps with following type of erection.2) For

erecting concealed in RCC / Brick wall/slab along with continuous

fish wire to draw mains, laid in approved manner with plastering

by cement mortar & finishing the surface to match the

Supply and laying of 40 mm rigid PVC pipe of 1.6-1.8 mm

12 MAINS : ( not for Point wiring ) 10.00 mtr 258.00

Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be

erected in / on wall / ceiling with 2.5 sq. mm copper conductor

FRLS PVC insulated stranded wire of green colour for earth

continuity of following size

Supplying and Laying of 4 nos. of 6 sq mm Cu. FRLS flexible

wires with 2 nos 2.5 sqmm Cu. FRLS flexible wires

13 Mains with 1.1 KV grade FRLS PVC insulated ISI marked 50.00 mtr 146.00

stranded Copper conductor wire in following type of pipe to be

erected in / on wall / ceiling with 2.5 sq. mm copper conductor

FRLS PVC insulated stranded wire of green colour for earth

continuity of following size

Supplying and Laying of 2 nos. of 6 sq mm Cu. FRLS flexible

wires with 1 nos 2.5 sqmm Cu. FRLS flexible wires

14 Mains with 1.1 KV grade FRLS PVC insulated ISI marked 50.00 mtr 111.00

stranded Copper conductor wire in following type of pipe to be

erected in / on wall / ceiling with 2.5 sq. mm copper conductor

FRLS PVC insulated stranded wire of green colour for earth

continuity of following size

Supplying and Laying of 2 nos. of 4 sq mm Cu. FRLS flexible

wires with 1 nos 2.5 sqmm Cu. FRLS flexible wires

15 Mains with 1.1 KV grade FRLS PVC insulated ISI marked 150.00 mtr 82.00

stranded Copper conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size

Supplying and Laying of 2 nos. of 2.5 sq mm Cu. FRLS flexible

wires with 1 nos 1.5 sqmm Cu. FRLS flexible wires

16 Distribution Board-SPN 1.00 no 1,664.00

Providing and erecting Sheet Steel powder coated MCB

distribution board - flush / surface mounted fitted with busbar,

neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

IEC 61439-1 & 3 without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company of MCB to be

used) suitable for

(b) sheet steel double door (IP-43)

It. No Item Description Quantity Unit Rate Amount

17 Providing and erecting Sheet Steel powder coated MCB 1.00 no 1,478.00

distribution board - flush / surface mounted fitted with busbar,

neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

IEC 61439-1 & 3 without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company of MCB to be

used) suitable for

(b) sheet steel double door (IP-43)

providing and erecting Miniature circuit breaker single pole 0.5A

to 2A system and having breaking capacity 10 KA to be erected

in existing box. confirming to IS 8828/1996 with ISI Mark

19 Miniature circuit breaker single pole suitable to operate on 240 V 12.00 no 111.00

A.C. system and having breaking capacity 10 KA to be erected

in existing box. confirming to IS 8828/1996 with ISI Mark

6 to 25 A SP MCB

20 Providing & erecting 240 V MCB double pole switch for motor & 5.00 no 297.00

inductive load (C Curve) having 10 KA breaking capacity &

confirms to IS : 8828 in existing box having following capacity

6 to 32 A DP MCB

22 Approved make ELCBs / RCCBs conforming to IS: 12640 and 2.00 no 1,950.00

having sensitivity of 30 mA and Short Circuit withstand capacity

of 6 KA and suitable for operation on single phase 240 V. having

characteristic of quick action & tripping with all advance feature &

do not incorporate any electronic component. for following Max.

rating erected as directed

25 to 32A / 30mA DP ELMCB

24 Providing & erecting 415 V MCB three Pole for Motor & Inductive 5.00 no 582.00

Load (C Curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity

(a) 6 to 32 Amp. Cat.III

25 Providing & erecting 415 V MCB three Pole for Motor & Inductive 5.00 no 641.00

Load (C Curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity

(b) 40 Amp. Cat.III

26 Providing & erecting 415 V MCB Four Pole for Motor & Inductive 5.00 no 590.00

Load (C Curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity

6 to 32A FP MCB

29 Approved make four pole moulded case circuit breaker having 1.00 no 7,976.00

breaking Capacity ICU of 35KA. At 415 V, having normal current

rating up to 125A. With fixed thermal & magnetic release suitable

to work on A.C. supply 50 c/s. with all iternal connections &

complete erected in existing 16 G.M.S. housing.

ICS= 100% of ICU only.

It. No Item Description Quantity Unit Rate Amount

30 Approved make four pole moulded case circuit breaker having 1.00 no 16,061.00

breaking Capacity ICU of 35KA. At 415 V, having normal current

rating up to 200A. With fixed thermal & magnetic release suitable

to work on A.C. supply 50 c/s. with all iternal connections &

complete erected in existing 16 G.M.S. housing.

ICS= 100% of ICU only.

31 Supplying & erecting approved make Digital time switch having 1.00 no 3,137.00

lithium cell 6 years operative and operate battery backup

channel day clock with 14 memory programme, suitable to

operate on 240V + 5%, 16A with, floating contacts Minimum

switching setup time 1 minimum & LCD display. Also comprised

permanent ON/OFF switching. Programming switches & housed

in fire proof thermoplastic enclosure & transparent cover erected

as required with necessary connection erected as directed.

32 Supplying & erecting power contactor ,AC3 duty for time switch 5.00 no 1,865.00

complete erected as per direction Cat III

(B) 2 pole 250V 32 Amp.

33 Supplying & erecting power contactor ,AC3 duty for time switch 5.00 no 2,755.00

complete erected as per direction Cat III

(D) 4 pole 440V 40 Amp.

34 SITC of IP65 Polycarbonate enclosure for DP MCB 5.00 no 1,840.00

35 SITC of IP65 Polycarbonate enclosure for FP MCB 5.00 no 2,185.00

36 SITC of IP65 Polycarbonate enclosure for FP MCCB 2.00 no 2,760.00

37 SITC of Water Tight Junction Box of Hensel make Cat. No. 2.00 no 3,220

KG9003IN ( For Poles ) or equivalent. With necessary clamp for

mounting of the J.B. ( All the cable / wire connections to the JB

shall be with the Water tight Glands only )

38 SITC of Water Tight Junction Box of Hensel make Cat. No. 2.00 no 12,075

MI0301 with 10 sq. mm x 5 pole terminal of Hensel Cat. No.

KLS10 with 3 nos of 6 sq. mm. x 5 pole terminal of Hensel make

KKL06 with 1 no of Mounting plate of Hensel cat. no. MIMP3 with

4 nos of IP66 Hensel Glands with Din Rail for FP ELMCB With

necessary clamp for mounting of the J.B. ( All the cable / wire

connections to the JB shall be with the Water tight Glands only )

39 Cable Trenches, Manholes & Pipes 75.00 Cu. Mt. 594

Excavating hard rock or bituminous road (B.T.) / RCC ROAD by

chiseling for laying pipes & Other Purpose & clearing the site by

removing debris & Shifting of the debris & making site good As

per the Instruction of the Engineer Incharge.

40 Making trench in soft soil of suitable width of 90 cms deep from 800.00 mt 55

the final ground level or road level for laying cable or locating the

fault all over the run and backfilling the same & clearing the site

by removing debris & Shifting of the debris & making site good

As per the Instruction of the Engineer Incharge.

It. No Item Description Quantity Unit Rate Amount

41 Making trench in Hard murum / Tar Road of suitable width of 90 100.00 mt 74

cms deep from the final ground level / road level for laying

cableor locating the fault all over the run and backfilling the

same and making the surface proper. by removing debris &

Shifting of the debris & making site good As per the Instruction

of the Engineer Incharge.

42 Covering of cable with second class bricks laid cover the cable 100.00 mt 139

crosswise & also on both sides with covering of 7. 5 Cms. layer

of sand above & below cable (cable shall be laid in 0.9mtr.deep &

0.4 Mtr.wide trench). Where there are more than one cable in the

trench on either side of the cable, 5 Cms. over lapping of bricks

shall be provided.

43 Construction of brick masonry pulling chamber 600 mm x 600 8.00 no 10,839.00

mm inside clear size and depth up to 0.60 meter with 350 mm

thick masonry in cement mortar proportion 1:5,cement finish

cement plaster in CM proportion of 15 mm thickness from inside

with 150 mm thick PCC at bottom with top slab minimum

mm thickness in M20 grade with reinforcement. The rate shall be

inclusive of providing and fixing frame and 600 mm dia cover of

FRC for the Heavy Duty. Rate also inclusive of excavation and

back filling & clearing the site by removing debris & Shifting of

the debris & making site good As per the Instruction of the

Engineer In charge complete in all respect.

44 Construction of brick masonry pulling chamber 750 mm x 750 18.00 no 13,980.00

mm inside clear size and depth up to 0.75 meter with 350 mm

thick masonry in cement mortar proportion 1:5,cement finish

cement plaster in CM proportion of 15 mm thickness from inside

with 150 mm thick PCC at bottom with top slab minimum

mm thickness in M20 grade with reinforcement. The rate shall be

inclusive of providing and fixing frame and 750 mm dia cover of

FRC for the Heavy Duty. Rate also inclusive of excavation and

back filling & clearing the site by removing debris & Shifting of

the debris & making site good As per the Instruction of the

Engineer In charge complete in all respect.

45 Construction of brick masonry pulling chamber 1000 mm x 5.00 no 18,834.00

1000 mm inside clear size and depth up to 1.0 meter with

mm thick masonry in cement mortar proportion 1:5,cement finish

cement plaster in CM proportion of 15 mm thickness from inside

with 150 mm thick PCC at bottom with top slab minimum

mm thickness in M20 grade with reinforcement. The rate shall be

inclusive of providing and fixing frame and 900 mm dia cover of

FRC for the Heavy Duty. Rate also inclusive of excavation and

back filling & clearing the site by removing debris & Shifting of

the debris & making site good As per the Instruction of the

Engineer In charge complete in all respect.

It. No Item Description Quantity Unit Rate Amount

Supply and Laying XLPE(IS:7098) )(I)-88 ISI marked armored

cable of Cu. / Aluminum conductor of 1.1 KV.grade of following

sizes in ground or in pre-laid DWC pipe / Trenches with

necessary cable identification mark to be provided at distance of

15 mt. & with 2 nos. of 16 SWG G.I. wire continuous in length

70 sq.mm x 3.5 c Al. cable

47 50 sq.mm x 3.5 c Al. cable 100.00 mt 282.00

48 35 sq.mm x 3.5 c Al. cable 100.00 mt 218.00

49 25 sq.mm x 4 c Al. cable 100.00 mt 189.00

50 16 sq.mm x 4 c Al. cable 450.00 mt 152.00

51 10 sq.mm x 4 c Al. cable 450.00 mt 139.00

52 6 sq.mm x 4 c Al. cable 250.00 mt 125.00

53 Supplying and laying Flexible PVC insulated multistrand 500.00 mt 46.00

multicore 1.1 kv grade ISI marked copper wires of following size.

1.50 Sq.mm 3 core round PVC sheathed

54 2.50 Sq.mm 3 core round PVC sheathed 500.00 mt 77.00

55 4.00 Sq.mm 3 core round PVC sheathed 100.00 mt 126.00

56 Cable Termination 2.00 no 197.00

Supplying & fixing Double Compression type Brass glands &

making joint with necessary crimping socket of long nack type

connecting the same to various equipment etc. for the following

70 sq.mm x 3.5 c Al. cable

57 50 sq.mm x 3.5 c Al. cable 2.00 no 150.00

58 35 sq.mm x 3.5 c Al. cable 4.00 no 150.00

59 25 sq.mm x 4 c Al. cable 4.00 no 126.00

60 16 sq.mm x 4 c Al. cable 70.00 no 107.00

61 10 sq.mm x 4 c Al. cable 70.00 no 90.00

62 6 sq.mm x 4 c Al. cable 10.00 no 62.00

63 4 Sq.mm x 3c Cu. XLPE ARM Cable 10.00 no 51.00

MV Switchgear & Power Panels

Panel should be made in 2 Sections as oer substation layout,

The cost of connection between both the section of panel is

included in the price of this panel. Nothing extra shall be paid on

Supply, Unloading at site, shifting to site, assembling, leveling,

grouting, erecting, Testing, & Commissioning main L.T. panel

board, fabricated from M.S. sheet & folded channel totally

enclosed cubical type compartmentalized. Scope Covers

Unloading at Site, Store in Weather Proof Condition, Shift to the

Location Basement / GF / FF, Grouting, Installation, Testing &

Commissioning complete in all respect & As per the instruction of

Architect / Consultant / Engineer Incharge. Scope also covers Co

ordination with Panel Manufacturer.

Design, fabrication, assembling, supply, installation , testing of

Panels for 415 V, 3 phase, 50 Hz, 4 wire power supply system.

Panels shall be fabricated out of 2 mm thick CRCA sheet steel in

cubical formation, compartmentalized in Form 4b Construction,

floor mounted, free standing and shall be dust and vermin proof.

3 mm thick cable gland plate, shall be provided both at the top

and the bottom of the panel.

It. No Item Description Quantity Unit Rate Amount

All large panels shall be provided with lifting hooks. Distribution

panels shall be fabricated in accordance with the specifications.

Note : Panel vendor has to provide Surge Protection at every

stage of the Distribution.

1) Supporting rigid steel framework.

2) Cubicle type, 14 gauge CRCA sheet steel enclosed.

3) Complete with interconnections and distribution bus bars.

4) Proper bonding to earth.

5) Painting/lettering on Breakers and distribution boards, the

location they serve, providing on each panel its circuit diagram.

6) Providing cable clamps / supports within distribution boards

7) TPN ACB’s / MCCB’s shall mean 3 pole ACB’s / MCCB’s

with adequate size of neutral link.

8) All MCB’s shall be of minimum 10 KA breaking capacity.

9) The breaking capacity of MCCB’s are mentioned panel wise.

10) All motor feeders MCCBs shall be of motor duty.

11) Distribution panels shall be Powder Coated with Siemens

gray paint shade no. RAL-7032 of IS-5.

12) Degree of protection for following type of distribution panel

enclosure shall be as per IS:13947-1993.

a) IP 52 for indoor panels.

b) IP 54 for Service area panels.

c) IP 65 for outdoor panels.

13) All MCCB’s shall be provided with operating mechanism

for door interlock & with the roraty handle.

14) Current density of aluminium shall be 1 sq mm for 0.8 amps

for rated current of bus bars and current density of copper shall

be 1 sq.mm for 1 amps for rated current of bus bars.

15) Tinned copper earth bus as specified in the BOQ / SLD shall

be provided through out the length of each board.

16) All measuring instruments (Meters) shall be of digital

electronic with LED of approved make and compatible with BAS.

17) All hinged door shall be earthed through 2.5 sq mm tinned

braided copper wire.

18) All panels shall have provision of the following:

a) IP 55 for outdoor panels.

b) Pad locking of MCCB’s handles in “OFF” Position.

19) Additional set of C.T.s, potential free contacts, connectors,

contactors with wiring etc are to be provided for BAS including

space required for various transducers in Main Switch Board

sections. Only transducers shall be supplied by BAS contractor.

20) All the C.T.s should be auto short link type.

21) All the MCCB's should be with rotary handle.

It. No Item Description Quantity Unit Rate Amount

22) All MCB’s used for protection of resistive and lightly inductive

load shall be type “B” characteristic and inductive (motor) load

shall be of type “C” characteristic and discharge lamps and UPS

etc. shall be of type D characteristic.

23) All incoming and outgoing air circuit breakers shall be placed

on middle portion of the vertical in single tier formation.

24) All PTs / control transformer shall be provided with centre tap

earth secondary.

25) If Any descripancy found in SLD & BOQ, it should be brought

in the notice of the Client / Consultant, Client / Consultant's

decision will be final in case of any descripancy.

26) All outdoor panles should be provided with minimum 600mm

height fabrication stand with all side 2mm thick M.S. powder

26) G.A. Drawing should be checked & Finalised by consultant

before fabrication.

64 SITC of Main Panel 1.00 no 1,96,837

125 amps FP MCCB (25 KA) with following accessories: 1 Sets

i. LED type Phase indicating & ON, OFF light shall be protected

by 2 amps SP MCB's. - 5 nos.

ii. 3 Nos. of Digital type 0-500 / 5 amps CTR digital ammeter with

3 nos 125 / 5 amps, 15 VA Class I CT’s.

iii. Digital type 0-500 Volt digital voltmeter with inbuilt selector

switch & shall be protected by 2 amp TP MCB’s - 1 no.

iv) Load Manager of Schneider make PM 5110 with RS

connectivity with 3 nos. of Class 1, 125 / 5 Amp. CT of 15 VA

125 amps FP Tinned copper bus bars with colored heat

shrinkable insulated sleeve.

100 amps 4 pole MCCB ( 16 KA ) : 1 No.

63 amps 4 pole MCB ( 10 KA ) : 2 No.

40 amps 4 pole MCB ( 10 KA ) : 2 No.

32 amps 4 pole MCB ( 10 KA ) : 3 No.

6 to 32 amps 2 pole MCB ( 10 KA ): 10 Nos.

Panel should be as per SLD & Specifications

5 KVAR Capacitor with the 40 amp TP capacitor duty contactor

with the 10 minute time delay relay.

Panel Should be as per SLD

It. No Item Description Quantity Unit Rate Amount

65 SITC of IP 65 External Area lighting Panel 2.00 no 1,60,100

63 amps FP MCB (16 KA) with following accessories: 1 Sets

LED type Phase indicating & ON, OFF light shall be protected by

2 amps SP MCB's.

3 Nos. of Digital type 0-63 / 5 amps CTR digital ammeter with

nos 63 / 5 amps, 15 VA Class I CT’s.

Digital type 0-500 Volt digital voltmeter with inbuilt selector

switch & shall be protected by 2 amp TP MCB’s

63 amps FP Tinned copper bus bars with coloured heat

shrinkable insulated sleeve.

TVSS (100KA) Ten Mode 330 Series of ASCO Make Unit with

63A FP MCB as per SLD

40 to 63 amps 4 pole MCB ( 10 KA ) : 6 No.

6 to 32 amps FP 4 pole MCB : 2 no.

40 to FP Contactor : 6 no.

Dual channel Timer : 3 nos.

Panel should be as per SLD

66 Light Fixtures 40.00 no 370

Luminaries with all electrical accessories & it should be

energy efficient, low loss, ortho cyclically wound open

construction copper ballast, ignitor & power factor

improvement capacitor etc are prewired upto the terminal

block & mounted on a removable control gear module for

ease of maintenance. All electrical connections of the

control gear module with the rest of the luminaire should be

click fix & foolproof & require use of no tools. Mounting

options should be for both lateral as well as pole top

Supplying and erecting LED 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/ aluminium die cast powder coated

and high U.V. & corrosion resistance with diffuser with company

mark/name 160V to 270V, Power Factor more than 0.95, THD <

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Tube Light with integral driver

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

It. No Item Description Quantity Unit Rate Amount

67 Supplying and erecting LED indoor fittings with LEDs of wattage 5.00 no 751

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/aluminium pressure die cast

powder coated and high U.V. & corrosion resistance with diffuser

housed in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount Downlight

with provision for spring loaded mounting clips complete.IP20

(iv) 22-24 watts, Surge-2 KV

68 Supplying and erecting LED street light / Flood light fittings with 10.00 no 5,917

High power White LEDs wattage of 3 Watt 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 toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required LM-

79 & LM-80 certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer incharge

may select any wattage capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light

must have 440VAC line supply with over-voltage protection.

(iii) Above 60 to 90 watts

It. No Item Description Quantity Unit Rate Amount

69 Supplying and erecting LED street light / Flood light fittings with 85.00 4,772

High power White LEDs wattage of 3 Watt 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 toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

4000K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required LM-

79 & LM-80 certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer incharge

may select any wattage capacity between the ranges shown.)

(C) Post Top Lantern LED fitting comprises of finish cast

aluminum spigot and spun aluminum canopy fixed with opal

polycarbonate, pipe arrangement for vertical mounting driver and

accessories wired upto terminal block.IP

70 Supplying and erecting LED street light / Flood light fittings with 5.00 7,195

High power White LEDs wattage of 3 Watt 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 toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required LM-

79 & LM-80 certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer incharge

may select any wattage capacity between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and ,Light

must have 440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts

It. No Item Description Quantity Unit Rate Amount

71 Supplying and erecting LED street light / Flood light fittings with 5.00 8,370

High power White LEDs wattage of 3 Watt 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 toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required LM-

79 & LM-80 certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer incharge

may select any wattage capacity between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and ,Light

must have 440VAC line supply with over-voltage protection.

(v) above 120 to 160 watts

72 Exhaust Fans : 2.00 no 1,687.00

Supplying & erecting approved make low noise decorative

exhaust fan having size 200mm with 1350 RPM with square

frame ABS body with inbuilt lowers & square frame.

73 Supplying & erecting single phase approved make industrial 2.00 no 2,034.00

exhaust fan suitable for medium duty ring mounted low noise

operation suitable for medium duty having following dia size and

maximum speed in RPM

[A] 305 mm dia 900 RPM

74 Providing & erecting Approved make Power Saving 50 Watt 5.00 no 1,929.00

Ceiling Fan with double ball bearing ISI mark with Condenser

volt A.C. 50 Hz 1200 mm sweep complete having 3blades with

aluminium blades with , canopy & 30 cms. down rod erected with

24/ 0.2, 3 core flexible wire with earthing.(fan colour shoud be

75 Supplying and erecting 19 / 20 mm. nominal bore Medium Class 5.00 Mtr 107.00

M.S. Pipe down rod erected duly painted for fan complete with

necessary 24/ O.20, 3 core flexible wire with earthing.

It. No Item Description Quantity Unit Rate Amount

76 Street light Poles 75.00 no 8,171

Drawings to be approved by Consultant.

Supply of approved make FRP Pole having following specifications: FRP Light

Pole made by CNC filament winding machine using thermoset resin

polyester/epoxy resin system) having minimum 62% glass content. The pole

should be in one piece and tapered round in shape, having smooth finish and

should be totally free from corrosion as well as non conductive & shock proof

Pole should be provided with FRP Anchor Base and it should be heavy duty, or

MS Material duly painted with Epoxy paint.

Pole should be flame retardant as per IS 6746. Resin used shall be UV resistance

and pigmented. A highly weather resistant polyurethane coating shall be applied

to the pole after applying suitable primer system that ensures proper adhesion of

the paint. Minimum coating thickness shall be 80 to 100 micron. Deflection of the

pole shall not exceed more than 10% of the length of pole for the given load“ Pole

should be generally made as per the dimensional data, performance criteria and

some interchangeability features of poles as per standard ANSI C 136.20 latest

version or ASTM D 4923/01 including cable termination box with necessary

accessories . The size of pole and type of installation with foundation as per

manufacturer details and site requirement are as below .

(1) Suitable for base plate mounting single arm Bracket.

[B] Overall length of 3 Mtr Average Thickness: 7mm.

Top/ Bottom OD Dia A/F 89/130mm ± 2mm approx. Weight of Pole: 12 kg

approx. (Without Base) Anchor Base (Size 250X250 & 12mm th.)

1) integrated junction box having with necessary 6 way connector, 1 No. /

2 Nos. 2A SP MCB with din rail

channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with

necessary required hardware, necessary welding & Fabrication work (if

required) complete in all respect.

2) 40 mm diameter pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos.

sq.mm.flexible copper wires of specified make for each fixture.

5) Excavation for erection of poles as per drawing complete

in all respect.

It. No Item Description Quantity Unit Rate Amount

77 Supply of approved make FRP Pole having following specifications: FRP Light 10.00 no 9,696

Pole made by CNC filament winding machine using thermoset resin

polyester/epoxy resin system) having minimum 62% glass content. The pole

should be in one piece and tapered round in shape, having smooth finish and

should be totally free from corrosion as well as non conductive & shock proof

Pole should be provided with FRP Anchor Base and it should be heavy duty, or

MS Material duly painted with Epoxy paint.

Pole should be flame retardant as per IS 6746. Resin used shall be UV resistance

and pigmented. A highly weather resistant polyurethane coating shall be applied

to the pole after applying suitable primer system that ensures proper adhesion of

the paint. Minimum coating thickness shall be 80 to 100 micron. Deflection of the

pole shall not exceed more than 10% of the length of pole for the given load“ Pole

should be generally made as per the dimensional data, performance criteria and

some interchangeability features of poles as per standard ANSI C 136.20 latest

version or ASTM D 4923/01 including cable termination box with necessary

accessories . The size of pole and type of installation with foundation as per

manufacturer details and site requirement are as below .

(1) Suitable for base plate mounting single arm Bracket.

[D] Overall length of 4 Mtr. Average Thickness: 7mm.

Top/ Bottom OD Dia A/F 89/145 mm ± 2mm approx. Approx. Weight of Pole

kg approx. (Without Base)

Anchor Base (Size 250X250 & 12mm th.)

1) integrated junction box having with necessary 6 way connector, 1 No. /

2 Nos. 2A SP MCB with din rail

channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with

necessary required hardware, necessary welding & Fabrication work (if

required) complete in all respect.

2) 40 mm diameter pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos. x

sq.mm.flexible copper wires of specified make for each fixture.

5) Excavation for erection of poles as per drawing complete

78 Supply of approved make FRP Pole having following 2.00 no 14,747

specifications: FRP Light Pole made by CNC filament winding

machine using thermoset resin polyester/epoxy resin system)

having minimum 62% glass content. The pole should be in one

piece and tapered round in shape, having smooth finish and

should be totally free from corrosion as well as non conductive &

shock proof Pole should be provided with FRP Anchor Base and

it should be heavy duty, or MS Material duly painted with Epoxy

Pole should be flame retardant as per IS 6746. Resin used shall

be UV resistance and pigmented. A highly weather resistant

polyurethane coating shall be applied to the pole after applying

suitable primer system that ensures proper adhesion of the paint.

Minimum coating thickness shall be 80 to 100 micron. Deflection

of the pole shall not exceed more than 10% of the length of pole

for the given load“ Pole should be generally made as per the

dimensional data, performance criteria and some

interchangeability features of poles as per standard ANSI C

136.20 latest version or ASTM D 4923/01 including cable

termination box with necessary accessories . The size of pole and

type of installation with foundation as per manufacturer details

and site requirement are as below .

(2) Suitable for base plate mounting Double arm Bracket.

[C] Overall length of 6 Mtr. Average Thickness: 8mm.

Top/ Bottom OD Dia A/F 114/174 mm ± 2mm approx. approx.

Weight of Pole 38 kg approx. (Without Base) Anchor Base (Size

It. No Item Description Quantity Unit Rate Amount

1) Water tight Inbuilt Junction box with flush plate of with 8 way

2) 50 mm diameter DWC pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3c x

1.5 sq.mm. flexible copper wires / fixture of specified make.

4) Suitable dia Sleeve in copping , foundation bolt with base plate

5) Sprial/Coil Type Earthing from the 8 swg Cu. Wire of 2.5 mtr.

With the suitable size pipe with clamps and painting.

6) Radium stip of two colour at suitable height

7) Excavation & back filling / Breaking of RCC / Core cutting in

RCC for Bolts.for erection of poles, As per drawing/instruction of

engineer inchage. Debris to be removed from the site to suitable

location as per the instruction of the engineer incharge ( If

79 Supply of approved make FRP Pole having following specifications: FRP 2.00 no 18,751

Light Pole made by CNC filament winding machine using thermoset resin

polyester/epoxy resin system) having minimum 62% glass content. The

pole should be in one piece and tapered round in shape, having smooth

finish and should be totally free from corrosion as well as non conductive &

shock proof Pole should be provided with FRP Anchor Base and it should

be heavy duty, or MS Material duly painted with Epoxy paint.

Pole should be flame retardant as per IS 6746. Resin used shall be UV

resistance and pigmented. A highly weather resistant polyurethane coating

shall be applied to the pole after applying suitable primer system that

ensures proper adhesion of the paint. Minimum coating thickness shall be

80 to 100 micron. Deflection of the pole shall not exceed more than 10% of

the length of pole for the given load“ Pole should be generally made as per

the dimensional data, performance criteria and some interchangeability

features of poles as per standard ANSI C 136.20 latest version or ASTM D

4923/01 including cable termination box with necessary accessories . The

size of pole and type of installation with foundation as per manufacturer

details and site requirement are as below .

(2) Suitable for base plate mounting Double arm Bracket.

[G] Overall length of 8 Mtr. Average Thickness: 8mm, Top/ Bottom OD Dia

A/F114/195 mm ± 2mm approx. approx. Weight of Pole 54 kg approx.

(Without Base) Anchor Base (Size 350X350 & 20mm th.)

1) Water tight Inbuilt Junction box with flush plate of with 8 way

2) 50 mm diameter DWC pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3c x

1.5 sq.mm. flexible copper wires / fixture of specified make.

4) Suitable dia Sleeve in copping , foundation bolt with base plate

5) Sprial/Coil Type Earthing from the 8 swg Cu. Wire of 2.5 mtr.

With the suitable size pipe with clamps and painting.

6) Radium stip of two colour at suitable height

It. No Item Description Quantity Unit Rate Amount

7) Excavation & back filling / Breaking of RCC / Core cutting in

RCC for Bolts.for erection of poles, As per drawing/instruction of

engineer inchage. Debris to be removed from the site to suitable

location as per the instruction of the engineer incharge ( If

80 Supplying and erecting approved make Conical Pole (Medium 2.00 no 14,543

Duty ) Made from HR sheet steel. The pole should be made as

per IS. and shall be coated with hot dip galvanizing as per IS

2629/2633/4759, with required base plate and integral Junction

box consist of terminal plate of min 6mm Hylam sheet, standard

profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type

terminal and arrangement for cable terminations as erected on

suitable foundation (included) with necessary GI nut-bolts/J-

Bolts. as per details given by manufacturer considering site

requirement. The length of poles are as below.Pole 54 kg approx.

(Without Base) Anchor Base (Size 350X350 & 20mm th.)

(F) 8 Mtr. Long 70 mm Top X 190 mm bottom dia, 3 mm

1) Water tight Inbuilt Junction box with flush plate of with 8 way

2) 50 mm diameter DWC pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3c x

1.5 sq.mm. flexible copper wires / fixture of specified make.

4) Suitable dia Sleeve in copping , foundation bolt with base plate

5) Sprial/Coil Type Earthing from the 8 swg Cu. Wire of 2.5 mtr.

With the suitable size pipe with clamps and painting.

6) Radium stip of two colour at suitable height

7) Excavation & back filling / Breaking of RCC / Core cutting in

RCC for Bolts.for erection of poles, As per drawing/instruction of

engineer inchage. Debris to be removed from the site to suitable

location as per the instruction of the engineer incharge ( If

81 Providing cement concrete.for foundation or for concrete filling in 18.00 Cu.Mtr 5,077

1:2:4 ratio with 20 to 25 mm stone metal duly plastered with

necessary curing for pole muffing or any other purpose.

82 Providing TMT Bar FE 500/500D reinforcement for RCC work 425.00 Kg. 75.46

including bending, binding and placing in position complete upto

floor two level

83 SITC of Decorative 0.1 to 2 Mtr Single Arm Hot deep Galvanised 60.00 Kg. 115

Note : Sample must be Approved from Client / Architect /

Consultant before supply.

It. No Item Description Quantity Unit Rate Amount

84 SITC of Decorative 0.1 to 2 Mtr Double Arm Hot deep Galvanised 120.00 Kg. 115

Note : Sample must be Approved from Client / Architect /

Consultant before supply.

85 SITC of Decorative 0.1 to 2 Mtr Three Arm Hot deep Galvanised 160.00 Kg. 115

Note : Sample must be Approved from Client / Architect /

Consultant before supply.

86 Chemical Type Earthing ( Ashlok or equivent ) 18.00 no 4,546

Supplying & erecting in earthpit of minimum bore dia. 225mm

size , approved make Safe Earthing Electrode consisting Pipe-in-

Pipe Technology as per IS 3043-1987 made of Copper Pipes

having Outer pipe dia of 50mm having , Inner pipe dia of 40 mm

, connection terminal dia of 14 mm with constant ohmic value

surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

87 Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. pipe 70.00 Ea. 815

with necessary coupling buch buried in specially prepared earth

pit & G.I. earth wire of 8 SWG erected & connected as directed

88 Earth wire/strips : 150.00 Kg. 77

Supply and laying required size Cu/GI. earthing strips for

interconnecting the earthing stations, panels, section piller etc. in

built up trenches, on walls/ceiling, buried in ground generally as

specified and shown on drawings complete with :

a) Fixing accessories.

b) Corrosion protection of buried conductors with bituminous

coating and covered with PVC tapes.

25 x 3 mm GI. strip

89 No.8 gauge bare cu. earth wire 125.00 Kg. 787

90 No.8 gauge bare GI. earth wire 1,800.00 Kg. 77

91 Miscellanious 2.00 No 5,000

Liason / Follow UP with Supply Co.

Filling the necessary application to supply co. following up and

getting the supply filling the necessary test report to the supply

co. inclusive. All official fees including security deposits will be

paid by the Contractor and reimbursed by client and out of pocket

expenses shall be of contractor.

More than 10 KW

92 Providing & laying. Double walled corrugated pipes (DWC) of 1,000.00 mt 62.00

polyethylene(conforming to IS 14930 II ) Anti Rodent type with

necessary connecting accessories of same material at required

depth for laying of cable. below ground / road surface for

enclosing cable with Excavation and backfilling the same to make

ground as per original.

It. No Item Description Quantity Unit Rate Amount

95 Providing and erecting 1.5 mm thick FIA approved and ISI mark 600.00 mt 33.00

(embossed) RIGID PVC PIPES of following size complete

erected with necessary PVC fittings & Junction boxes fixed with

adhesive solution & Clamps with following type of erection.

For erecting concealed / Open in wall/slab along with continuous

fish wire to draw mains, laid in approved manner with plastering

by cement mortar & finishing the surface to match the

SITC Electrical Work Total Amount Rs.

SITC Electrical Work Total Amount Rs.

98 MAINTENANCE FOR ELECTRICAL AND ELV WORKS 36.00 8,000.00

Comprehansive Maintenance for Electrical Work Month

The all inclusive comprehencive annual maintance contract cost

covers yearly maintanance of Complete Electrical Work with all

Systems etc with material and labour cost including preventive &

Comprehansive maintanance. The cost covers entire installation.

GMC also includes monthly site visit and inspection of project

with submission of inspection report of Electrical Work report. All

parts should be replaced/repaired if found faulty within specified

time. Agency has to provide necessory licening work for

warranty, power ,Bidirectional meter etc operation & Maintenance

for 5 years + 3year Extendable after handing over of work

Maintenance Total Amount Rs.

Maintenance Total Amount Rs.

SITC Electrical Work Total Amount Rs. + Maintenance Total Amount Rs.

SITC Electrical Work Total Amount Rs. + Maintenance Total Amount Rs.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 5 : Plumbing for Toilet block

It. No Item Description Quantity Unit Rate (Rs.) Amount

WATER SUPPLY PLUMBING & SANITARY FITTING

1 Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 50.00 Rmt 78.12

working pressure poluthene pipes of the following outside

Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(A) 20mm for AC drain

2 Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 5.00 Rmt 100.49

working pressure poluthene pipes of the following outside

Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(B) 25mm

3 Providing and fixing to wall ceiling and floor 10.0 Kg. 5.00 Rmt 116.40

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(C) 32mm

4 Providing and fixing to wall ceiling and floor 10.0 Kg. 10.00 Rmt 124.43

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(D) 40mm Wash Out Pipe

5 Providing and fixing to wall ceiling and floor 10.0 Kg. 5.00 Rmt 165.38

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(E) 50mm Wash Out Pipe

6 Providing and fixing to wall ceiling and floor 10.0 Kg. 30.00 Rmt 274.68

F/Cm2 working pressure polythene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(F) 75mm ( Waste Pipe &

Rain & Balcony Drain)

7 Providing and fixing to wall ceiling and floor 10.0 Kg. 20.00 Rmt 332.91

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(G)110 mm ( Rain &

8 Providing and fixing 600mm x 450mm bevelled edge 8.00 Each 825.48

mirrror of superior glass mounted on 6mm thick A.C. sheet

or plywood sheet and fixing to wooden pluge with C.P.

brass screws and washers.

9 Providing and fixing C.P. brass towel rail comlete with C.P. 3.00 Each 597.22

brass brackets fixed to wooden plugs with C.P. brass

scews.(B) 600mm x 20mm size.

It. No Item Description Quantity Unit Rate (Rs.) Amount

10 Providing and fixing 600mm x 120mm glass shelf with C.P. 3.00 Each 561.03

brass bracket and guard rail complete mixed to wooden

plug with C.P. brass screws.

11 Providing and fixing toilet paper holder.(A) C.P. Brass 5.00 Each 414.53

12 Providing and fixing screw down bib taps of following 8.00 Each 184.98

size.(A) Brass screw down bib tap polished bright. (i)

13 Providing and fixing screw down bib taps of following 1.00 Each 184.98

size.(B) Brass chromium plated screws down Bib Tap.

14 Providing and fixing screw down bib taps of following 1.00 Each 157.29

size.(C) Gun metal screw down bib tap. (i) 15mm dia.

15 Providing and fixing pillar tap, capstan head, screw down 8.00 Each 305.67

high pressure with screws, shanks and back nuts. (i)

16 Providing and fixing brass screw down stop tap.(A) 15mm 8.00 Each 203.79

17 Providing and fixing brass screw down stop tap.(C) 25mm 1.00 Each 218.63

18 Providing and fixing Gun metal check or non-return fullway 5.00 Each 184.98

wheel valve.(A) 15mm dia.

19 Providing and fixing Gun metal check or non-return fullway 2.00 Each 201.80

wheel valve.(B) 20mm dia.

20 Providing and fixing Gun metal check or non-return fullway 2.00 Each 416.47

wheel valve.(C) 25mm dia.

21 Providing and fixing Gun metal check or non-return fullway 1.00 Each 311.61

wheel valve.(D) 32mm dia.

22 Providing and fixing Gun metal check or non-return fullway 1.00 Each 656.86

wheel valve.(E) 40mm dia.

23 Providing and fixing chromium plated brass half trun flush 2.00 Each 261.16

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

24 Providing and fixing chromium plated brass half trun flush 1.00 Each 273.03

cock of approved quality including fixing in pipe line etc.

complete.(iii) 32mm dia.

25 Providing and fixing ball cock of approved. quality as 1.00 Each 131.57

directed.(A) Copper Metal (i) 25mm dia.

26 Providing and fixing ball cock of approved. quality as 1.00 Each 101.89

directed.(B) Abonite (i) 25mm dia.

27 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. 1.00 Each 948.68

size having weight not less than 35Kg.

It. No Item Description Quantity Unit Rate (Rs.) Amount

28 Providing and fixing G.I. Rain water spout of 50mm dia. 2.00 Each 100.90

and 30cm. length.

29 Providing and fixing concealed center point to wall ceiling & 50.00 Rmt 165.21

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.[A] 15 mm.

30 Providing and fixing concealed center point to wall ceiling & 15.00 Rmt 202.97

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [B] 20 mm.

31 Providing and fixing concealed center point to wall ceiling & 10.00 Rmt 247.25

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [C] 25 mm.

32 Providing and fixing concealed center point to wall ceiling & 50.00 Rmt 330.36

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [D] 32mm.

33 Providing and fixing concealed center point to wall ceiling & 20.00 Rmt 437.66

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [E] 40mm.

34 Providing and fixing concealed center point to wall ceiling & 15.00 Rmt 647.30

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [F] 50mm.

35 Providing &Laying & fixing PVC Floor Trap OR multi floor 10.00 each 2,850.00

trap of 110 x 110mm dia diameter, with necessary distance

piece of 110mm dia pipe and 150x150mm Chillay /Camry/

S.S. Three Pease grating, making necessary SLAB

/WALLholes and cutting walls, etc complete. (Supreme/

36 DRAINAGE & SEWERAGE ITEM:- Excavation for pipes 5.00 Cmt. 115.92

upto1.50 MT depth including sorting out and stacking of

useful materials and disposing the excavated stuff up to

( A ) loose or Soft Soil

37 Providing and fixing S.W. gully trap with C.I. grating brick 1.00 Each 1,279.40

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i)

Square mouth traps. (A) 100mm x 100mm size P type. .

It. No Item Description Quantity Unit Rate (Rs.) Amount

38 Providing and fixing S.W. gully trap with C.I. grating brick 1.00 Each 1,234.57

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i)

Square mouth traps.(B) 150mm x 100mm size P or R type

39 Providing and laying in trench Foamcore/ De-rex-HDPE/ 20.00 Rmt 1,100.00

ECO-drain PVC pipe as per IS-15328 class SN-4 pipes to

the specified invert level and slope and full leak proof

joining with rubber ring click ring jointing etc., complete

with testing.(Supreme/ Astral Makes) Size:- 160mm

40 Providing and laying in trench Foamcore/ De-rex-HDPE/ 20.00 Rmt 1,650.00

ECO-drain PVC pipe as per IS-15328 class SN-4 pipes to

the specified invert level and slope and full leak proof

joining with rubber ring click ring jointing etc., complete

with testing.(Supreme/ Astral Makes) Size:- 200mm

41 Providing and laying in trench Foamcore/ De-rex-HDPE/ 5.00 Rmt 2,300.00

ECO-drain PVC pipe as per IS-15328 class SN-4 pipes to

the specified invert level and slope and full leak proof

joining with rubber ring click ring jointing etc., complete

with testing.(Supreme/ Astral Makes) Size:- 250mm

42 Constructing brick masonry chamber for underground C.I. 2.00 Each 7,109.35

Inspection chamber and bends with briocks having

croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe 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.(iii) Inside

dimensions 600mm x mm and 450mm deep for pipe

lines with three or more inlets. .

43 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 1.00 Each 10,920.76

cement :2-coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm 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-Coarse sand :4-stone aggregate 20mm nominal

size) finished smooth complete including curing and festing

(i) Inside size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total weight of

cover and frame to be not less than 128 kgs. (Wt. of cover

64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm 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

150mm diameter sewer.

44 Providing and fixing cast iron steps of size 500mm x 2.00 Each 162.23

150mm x 22.5mm and painting with two coats of Anti-

corrosive paint etc. complete.

It. No Item Description Quantity Unit Rate (Rs.) Amount

45 Supplying and fixing C.I. cover 300mm x 300mm without 1.00 Each 491.80

frame for Gulley trap (Standard pattern) te weight of cover

to be not less 4.53 Kg.) .

46 Providing & fixing of the FRP recessed type cover with 3.00 Each 21,000.00

frame size 600 x 600mm size total weight of cover and

frame to be withstand up to 25 ton. with including

Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) 25 ton

Cap. Recessed type cover( Cover-600 x 600mm ) ( Frame:-

47 PART-A:- WATER SUPPLY PLUMBING & SANITARY 2.00 Each 3,000.00

FITTING:- Providing and fixing water closet squatting Pan

(Indian type W.C. Pan) size 580mm (Earthwork, bed

concrete, foot reste and trap to be measured and paid for

separately) (A) Vitreous China.(I) Long pattern = White

48 NSR-MR.ITEMS:-Supplying Installing and fixing wash 5.00 Each 15,000.00

down wall mounting EWC-P of approved shade,

conforming to Pattern 2 of IS: 2556 (Part -II), with SWR

Selfit Soil PVC pipe and plug bend as per specifications;

glazed vitreous / Cloured European Water Closet with

grouting the CI chair in side the floor/wall, rubber gaskets,

connecting PVC 110mm dia soil pipe with PVC coupling,

nuts, mounting cistern on WC., and solid verity heavy duty

plastic seat cover as per IS-2548, of approved make;

cutting and making jari work etc. complete. EWC-P :

WALL MOUNT EWC WITH CONCEALED FLUSH TANK/

FLUSH PLATE/ SEAT COVER ETC. EWC:_ Code

Jaquar-FLS-WHT-5953USFM) ( Tank:- Single Pease

concealed tank-Chrome Plate-JCP-CHR-152415, (

Jaquar, Kohler, Cera or Eq. )

49 Supplying Installing and fixing White glazed vitreous Wash 1.00 Each 12,500.00

Basin Over -Counter, size 550x460 mm dia., with

supporting M.S. or C.I. Brackets, 1 no, 32 mm CP Bottle

trap with extension piece to wall flange with rubber adopter

for waste connection and waste coupling.; with rack bolt

fittings. Over Counter Type Basin , Jaquar Code- FLS-

WHT-5603 , with including Jaquar - Cp-waste coupling,

bottle trap CP Allied-Chrome Plate- ( Jaquar, Kohler,

50 Supplying Installing and fixing central hole basin wall 7.00 Each 10,500.00

mounted concealed mixer with pillar cock,flush plate etc

basin wall mounted mixer with required pipes connection

etc complete.Wsh Basin Mixer - Wall mounted type-

Jaquar- FLR-CHR-5233NK & Plate- ( Jaquar, Kohler,

51 Supplying Installing & fixing of Single lever Diverter for 5.00 Each 17,000.00

Concealed Fitting with Built in Non return Valve , for hot

and cold water supply controlling with Diverter Handle with

provision for both telephone shower and overhead shower

complete with bath spout..Single Lever Divertor Jaquar-

FLR-CHR-5065NK-/ Over HEad Shower-OHD-CHR-1639/

Shower Arm-SHA-CHR-479L450./ Bath Spout- SPJ-CHR-

54295,with plate etc. comp. ( Jaquar, Kohler, Cera or

It. No Item Description Quantity Unit Rate (Rs.) Amount

52 Supplying Installing & fixing in position 15 mm C.P. brass 2.00 Each 2,850.00

bib cocks of best quality (as approved by the Engineer-in-

Charge).FLR-5041N

2 Way Bib Cock With Wall Flange etc. comp. ( Jaquar,

Kohler, Cera or Eq. )

53 Supplying Installing & fixing 15mm C.P. brass angle valve 2.00 Each 1,550.00

with C.P. copper connecting pipe 450 mm long and nuts,

washer and brass flange complete, including cutting and

making good the wall where required. Jaquar-FLR-

5053N Angular Stop Cock With Wall Flange ( Jaquar,

Kohler, Cera or Eq. )

54 Supplying Installing & fixing of concealed stop cock with 1.00 Each 850.00

wall flange and complete., for the following sizes. 15mm

Jaquar-CON-069FTK Exposed Part Kit of Concealed

Cock with Operating Lever, Collor Bush & Adjustable

Wall Flange (Compatible with ALD-069FT) ( Jaquar,

Kohler, Cera or Eq. )

55 Supplying Installing & fixing of concealed stop cock with 4.00 Each 2,550.00

wall flange and complete., for the following sizes. 25mm

Jaquar-CON-1081KN Flush Cock with Wall Flange

with Plain Knob type ( Jaquar, Kohler, Cera or Eq. )

56 Supplying Installing & fixing white vitreous china flat back 4.00 Each 15,500.00

urinal of size 590x375x390mm as per IS-2556 (Part-2 )

with C.I. hangers and 15mm dia. C.P. spreader,15MM cCP

angular Stop Cock ,Flexible pipe Connecion, 32mm dia CP

bottle trap and pipe to wall with C.P. flange complete

including cutting and making good the walls and floors

wherever required. Jaquar-URS-WHT-13255 Urinal

Without Sensor With Fixing Accessories,

Size: 480x300x740 mm ( Jaquar, Kohler, Cera or Eq. )

57 Supplying Installing & fixing of Pressmatic concealed flush 4.00 Each 3,250.00

Valve Auto operation cock with wall Flange 15mm with

lever knob complete in all respects including cutting and

making good the walls etc. for Urinal area Flsuh :- PRS-

Auto closing Concealed Urinal Flush Valve With Wall

Flange ( Jaquar, Kohler, Cera or Eq. )

58 Supplying Installing & fixing of Pressmatic open type 4.00 Each 2,850.00

anguler cock concealed flush Valve Auto operation cock

with wall Flange 15mm with lever knob complete in all

respects including cutting and making good the walls etc.

for Urinal area Flsuh :- PRS-077

Urinal Valve Auto Closing System with Built-in Control

Cock & Wall Flange ( Jaquar, Kohler, Cera or Eq. )

It. No Item Description Quantity Unit Rate (Rs.) Amount

59 Supplying Installing & fixing of Pressmatic open type Bib 5.00 Each 2,850.00

Tap wall Monted type Auto operation cock with wall Flange

15mm with lever knob complete in all respects including

cutting and making good the walls etc. for Press Matic

Bib cock- Wall Mounted :- PRS-043 Bib Cock Auto

Closing System with

Built-in Control Cock With Wall Flange ( Jaquar,

Kohler, Cera or Eq. )

60 Supplying Installing & fixing stainless steel sink, R.S. or 5.00 Each 12,500.00

C.I. Painted brackets painted, 40mm dia. C.P. waste, C.P.

brass chain and rubber plug, strainer with necessary C.P.

brass unions complete including painting the fittings and

cutting and making good the walls wherever required, with

CP sink cock with raised "J" shaped swinging spout.

NIRALI - GRACE - PLAIN - 510 X 432 MM (ONLY BOWL)

SINK COCK WALL MOUNTED WITH J-SHAP SWIING

OPERATION - ( Nirali-Jaquar, Kohler, Cera or Eq. )

61 providing and fixing 9 mm thick nitrial electrometic 10.00 Rmt 75.00

insulation tube over pipes in wall chase and filling the wall

chase as per manufature's specifications for hot water

insulation with over aluminium tape covering over the

insulation. Open Line work : covered installation/)

(Tharmaflex, Accoflex, Superloan Makes)15mm pipe Size

62 providing and fixing 9 mm thick nitrial electrometic 10.00 Rmt 100.00

insulation tube over pipes in wall chase and filling the wall

chase as per manufature's specifications for hot water

insulation with over aluminium tape covering over the

insulation. Open Line work : covered installation/)

(Tharmaflex, Accoflex, Superloan Makes)20mm pipe Size

63 providing and fixing 9 mm thick nitrial electrometic 10.00 Rmt 125.00

insulation tube over pipes in wall chase and filling the wall

chase as per manufature's specifications for hot water

insulation with over aluminium tape covering over the

insulation. Open Line work : covered installation/)

(Tharmaflex, Accoflex, Superloan Makes)25mm pipe Size

64 providing and fixing 9 mm thick nitrial electrometic 10.00 Rmt 150.00

insulation tube over pipes in wall chase and filling the wall

chase as per manufature's specifications for hot water

insulation with over aluminium tape covering over the

insulation. Open Line work : covered installation/)

(Tharmaflex, Accoflex, Superloan Makes)32mm pipe Size

65 providing and fixing 9 mm thick nitrial electrometic 10.00 Rmt 175.00

insulation tube over pipes in wall chase and filling the wall

chase as per manufature's specifications for hot water

insulation with over aluminium tape covering over the

insulation. Open Line work : covered installation/)

(Tharmaflex, Accoflex, Superloan Makes)40mm pipe Size

66 Supply, Installation, Testing and Commissioning of 25 mm 5.00 Each 2,500.00

dia. air release valve. ( Zoloto/ Audco/ R.B. or Eq. Make)

It. No Item Description Quantity Unit Rate (Rs.) Amount

67 Providing & Installing of the G.I. heavy duty Puddle Sleeve 1.00 Nos. 4,455.43

in the UGT & OHT water tanks , durring the construction of

the RCC tanks. The pipe and flazes nut bolt material are as

per the IS recommondation must be follow. all works must

properly finishing as per site eng. Incharge slab & Beams

where ever req. ,150 mm pipe dia x 600mm length

68 Providing & erecting open well horizontal mono block pump 1.00 Nos. 10,183.00

set with cast iron body, complete for three phase

submersible motor having

[A] For 1.5 HP 3 phase open well horizontal mono block

pump set suitable for 190 LPM @ 20 mtr head suitable for

40 mm dia delivery pipe

69 Supplying & erecting approved make Automatic liquid level 1.00 Nos. 2,332.00

controller 6A. with sensor testing as per instruction of

Engineer in charge on site complete with wiring connection

with existing wires , with copper conductor from pump to

upper and lower tank.

70 Supplying & erecting approved make motor control 1.00 Nos. 7,646.00

cubical panel (Direct - on - line) made from 16 G. CRCA

sheet duly epoxy powder painted inside and outside with

hinged doors and locking, arrangement consisting of

suitable size of ON- OFF isolator (AC - 3/23duty) main

fuses, single phasing preventer, indicating lamps for R- Y -

B phases, overload relay, Automatic water level controller,

Ammeter, Voltmeter each with two way selector switch

incoming, wires duly socket crimped, main contactor &

overload relay, start - stop push buttons, to be erected on

angle iron frame grouted on wall as directed. The isolator,

overload relay & contactors will be of L & T, Siemens or

(A) DOL up to 5.0 H.P.

71 S.I.T.C. of single phase submersible pump set suitable for 1.00 Nos. 17,433.00

100 mm size or more dia bore well having motor capacity

and discharge as under with necessary panel box. Lifting

and Lowering taken extra.

(b) Motor rating 1.5 HP (16 stage) pump having capacity of

50 LPM at 60 mtr head suitable for 32 mm dia. delivery

72 Providing and erecting ISI marked PVC insulated PVC 20.00 Mtr 145.00

Sheathed Flat flexible Submersible copper cable

approved make of following Size.

(C) 3 Core x 4 Sq. mm

It. No Item Description Quantity Unit Rate (Rs.) Amount

73 (D) 3 Core x 6 Sq. mm. 20.00 Mtr 171.00

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 6 : Plumbing for Irrigation

It. Item Description Quantity Unit Rate (Rs.) Amount

WATER SUPPLY PLUMBING -IRRIGATION

1 F:-GARDEN SPRINKLER IRRIGATION WATER SUPPLY 1,050.00 Cmt. 115.92

SYSTEM :- Excavation for foundation up to 1.5mt. Depth

including sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 meter lead.(A)

Loose or soft soil

2 Excavation for foundation up to 1.5 mt. Depth including 350.00 Rmt 148.19

sorting out and stacking of useful materials and disposing

of the excavated stuff up to 50meter lead. (B) Dense or

3 Providing and fixing concealed center point to wall ceiling & 140.00 Rmt 165.21

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.15mm dia. (

Astral/ Ashirvad/ Supreme/Finolex or Eq. Make)

4 Providing and fixing concealed center point to wall ceiling & 210.00 Rmt 202.97

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.20mm dia. (

Astral/ Ashirvad/ Supreme/Finolex or Eq. Make)

5 Providing and fixing concealed center point to wall ceiling & 245.00 Rmt 247.25

floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete.25mm dia. ( Astral/ Ashirvad/ Supreme/Finolex or

6 Providing and fixing concealed center point to wall ceiling & 175.00 Rmt 330.36

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.32mm dia. (

Astral/ Ashirvad/ Supreme/Finolex or Eq. Make)

7 Providing and fixing concealed center point to wall ceiling & 175.00 Rmt 437.66

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.40mm dia. (

Astral/ Ashirvad/ Supreme/Finolex or Eq. Make)

8 Providing and fixing concealed center point to wall ceiling & 1,050.00 Rmt 647.30

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.50mm dia. (

Astral/ Ashirvad/ Supreme/Finolex or Eq. Make)

9 Providing and fixing gun metal gate valve with C.I. wheel of 11.00 No. 974.87

approved quality (screwed end) 50 mm dia. (Zoloto, Audco,

R.B. Leader or Eq. Make)

10 Providing and fixing gun metal check or non-reurn full way 11.00 No. 656.86

wheel valve 40 mm dia.

(Zoloto, Audco, R.B. Leader or Eq. Make)

It. Item Description Quantity Unit Rate (Rs.) Amount

11 Providing and fixing gun metal check or non-reurn full way 11.00 No. 311.61

wheel valve 32 mm dia.

(Zoloto, Audco, R.B. Leader or Eq. Make)

12 Providing and fixng gun metal check or non-reurn full way 11.00 No. 416.47

wheel valve 25 mm dia.

13 Providing and fixng gun metal check or nonreurn full way 18.00 No. 201.80

wheel valve 20mm diameter.

14 Providing and fixng gun metal check or nonreurn full way 18.00 No. 184.98

wheel valve 15mm diameter.

15 SITC of Heavy duty PVC flexible pipe of 25mm dia with 15 11.00 No. 3000.00

meter length , the pipe shouble be included Gunmetal hose

nozzel at the termination point. For gaden manual irrigation

purpose. As per the site eng. incharge and as per the guide

line o be execute. (Pipe:- Ashirvad, Kissan, Supreme,

valve RB, Zoloto, Audco or Eq. Make)

16 SITC of Spray Pop Up Sprinkler 3 to 5 Meter Radius of 18.00 No. 1800.00

Hunter/Rain Bird / Toro make

17 SITC of Spray Pop Up Dripper/Bubller 1.5 to 3 Meter 18.00 No. 1080.00

Radius of Hunter/Rain Bird / Toro make

18 SITC of Swing Joing 3/4" of Hunter/Rain Bird / Toro make 18.00 No. 900.00

19 SITC of Swing Joint 1/2" of Hunter/Rain Bird / Toro make 18.00 No. 600.00

20 SITC of PP Clamp Saddle 3/4" PN 16 of Astore/Cepex 18.00 No. 240.00

21 SITC of PP Clamp Saddle 1/2" PN 16 of Astore/Cepex 18.00 No. 240.00

22 SITC of Double Acting Air Release Valve 1" of 7.00 Each 4200.00

ARI/AZUD/R.B. OR EQ. make

23 Supply and installation of open drip piping consits of 16mm 53.00 Each 250.00

dia drip lines of length 20m connected to 23 m long

MM HDPE lateral capped at the end per block, as per

Engineer instruction. Including 16mm drip lines , End drip

caps fittings, Rubber drip fitings, Offtake connectors drip

fittings, 50 MM Main screen filter,Start connectors without

rubber,Start connectors with rubber( Jain,Dutron, Price,

It. Item Description Quantity Unit Rate (Rs.) Amount

24 Constructing brick masonry chamber for underground 11.00 Each 2,903.89

C.I. inspection chamber and bends with bricks having

crushing strength not less than 35 kg./Sqcm. In C.M. 1:5

Perforated C.I. cover with frame (Light duty) 455 mm. x

610 mm. internal dimension, total weight of cover with

frame to be not less than 38 kg. (Weight of cover 23 kg.

and weight of frame 15 kg.) R.C.C. top slab of cover 23 kg.

and weight of frame 15 kg.) R.C.C. top slab with 1:2:4 mix

(1 cement: 2 coarse sand : graded stone aggregate

20 mm. nominal size) foundation concrete 1:5:10

inside plaster 15 mm. thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and

bed concrete etc. complete. [I] Inside Dimensions 455mm x

610 mm & 900 mm deep ( Valve Chamber)

25 PUMPS, PLANT & MACHINERY/HYDRO PNEUMATIC 1.00 Set 4,55,000.00

SYSTEM/ :- Supply, installation, testing & commissioning

of VFD based Hydropneumatic system with FRP tank,

pump-motor set, suction delivery valves & pipe, all

instrumentation viz. Pressure switch, pressure gauge, level

indicator, etc, starter panel (including one main pump &

one trimmer pump shall have VFD), cables, etc. FRP

Hydropneumatic Tank with inter connection and suitable

connections such as inlet, drain, outlet, pressure gauge,

union connection, isolation valve, outlet pipe (to be

connected to the header pipe), pressure switch, outlet

valves, mounting pads, etc. with all accessories & as per

the drawing. ( Groundfos, ITT Lowara, Make) 'Supply,

installation, testing & commissioning of online vertical

booster pumps directly coupled with the motor with SS

casing, SS impeller, SS shaft and driven by 415 V AC,

phase, 50 Hz.motor running at 2900 RPM speed and shall

be supplied with all accessories viz. strainer / dry run

protection/foot valve, base plate, coupling, etc.complete.

The scope shall also include suction & delivery piping &

valves.( For Sprinkler & Irrigation Area. Only) 15 m3/hr x

2 Nos. main Pumps 15 m3/hr x 1 Nos. Stand by Pumps

Head : 55 mtr, Precharged Tank : 200 ltrs. x 1 nos.

26 Suppying, installing, testing and commissioing of 1.00 Job 1,75,000.00

centrifugalsubmersible pumps with c.i. casing, Bronze

impeller, SS Shaft and driven by 415 V AC, 3 phase,

50HZ., motor running at 2900 rpm speed and shall be

supplied with all accessories viz., base plate, coupling,

motor, starter panel, cabling up to panel, earthing,suction,

delevery & header pipes & valves etc., complete. (Dripline

water pumps : To pump UG tank to direct supply )(

Grundfos, ITT Lowara, or Eq.Make) Capacity : 10 mtr3/hr.2

Nos. main Pumps ( 1 Working + 1 Stand by Set) 30 mtr

head. each pump

27 PUDDLE SLEEVES:- Providing & Installing of the G.I. 3.00 Nos. 2,931.20

heavy duty Puddle Sleeve in the UGT & OHT water tanks

durring the construction of the RCC tanks. The pipe and

flazes nut bolt material are as per the IS recommondation

must be follow. all works must properly finishing as per site

eng. Incharge slab & Beams where ever req. ,80 mm pipe

dia x 600mm length

It. Item Description Quantity Unit Rate (Rs.) Amount

28 Providing & Installing of the G.I. heavy duty Puddle Sleeve 4.00 Nos. 2,110.47

in the UGT & OHT water tanks , durring the construction of

the RCC tanks. The pipe and flazes nut bolt material are as

per the IS recommondation must be follow. all works must

properly finishing as per site eng. Incharge slab & Beams

where ever req. ,50 mm pipe dia x 450mm length

29 BORE WELL:-Supply installation, testing, commissioning 1.00 Nos. 12,75,000.00

of Bore well submersible pump to be installed in the tube

well of required indicated capacity and head as per relevant

IS for Bore water lifting with suitable submersible vet type,

water cooled, squirrel case motor conforming to IS

working of 3-phase, 50Hz +/- 3% 415 VAT +/- 10%, AC

supply 2900 RPM synchronous speed with 10mtr. copper

conductor flat cable from pump to starter panel with cables

and termination ( all supports clamps pipe fittings

mechanical seal, bearing, bush, strainer, etc. comp.,

Casing C.I., S.S. CF8M impeller, bronze casing, wearing

and bearing bush, TC mechanical seal, S.S. bearing, S.S.

shaft with sleeve, S.S. strainer, and M.S. morter along with

water guard, single phase preventor with all cables of

appropriate size control and instrumentations, switches,

testing, and installation along with testing. The scope shall

also include delivery isolation valve & NRV with PVC piping

(400 dia Drill well @ 200mm dia MS. heavy class pipe :

BORE WELL) Assume 250 TO 275mtr depth) ( 15 TO

MTR CU. PER HR. OUT PUT FLOW RATE with potable

water quality ) (15 TO 20HP PUMP.)

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Sub Estimate No 7 : Sewerage Network

Item Description Quantity Unit Rate (Rs.) Amount

1 Excavation for pipe line trenches etc. for all 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

2 Providing bedding incl. ramming, watering,levelling, 79.00 m 3 329.00

consolidating etc. as per standard and instruction of engineer

incharge . As above with required quality Sand brought from

Outside including all lead

3 Extra rate over item of excavation of earth if excavation is to be 1495.00 m3 18.04

done in wet condition without resorting to pumping out incl. of

bailing out of water.

4 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe in SRC Cement of following

class with Socket and spigot joints as per IS 458 -2021

including EPDM Rubber ring as per IS 5382-1985 etc. comp.

As Directed by Engineering in charge.

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

R.C.C. PIPES (At any Depth)

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)

(i) 1.2 dia x 2.0m Depth 19.00 No 39937.00

(i) 1.2 dia x 3.0m Depth 4.00 No 51514.00

Item Description Quantity Unit Rate (Rs.) Amount

7 Constructing Scrapper Slab Type M.H. Chamber of following

size incl. excavation, refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., C.C. channel (1:2:4) of thickness

10 C.M., finished 15 mm thick cement plaster inside & outside

(only for shaft) in C.M.1:3, finishing with cement slurry, P/F

mm dia M.S Steel HDPE coated steps 35 cm c/c at 35 cm

staggered Masonry in C.M. 1:5, RCC slab in CC 1 : 1.5 : 3 of

thickness 23 C.M, including Cantering & reinforcement (double

jalli at 15 C.M c/c bothway 12 mm dia.) but excluding the cost

of Manhole seat cover etc. completed (Inside Clear, M.H.

length should be parallel to the flow

<= 1000 mm dia.

8 Providing and fixing F.R.C. MH seat cover incl. carting to the 5.00 No. 2146.25

work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole 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 manhole cover & frame described as above.

9 Providing and casting in situ C.C. in grade M-20 (proportions 12.00 m3 5520.00

as per mix design or as per table9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite trap metal of size

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

10 Supplying cutting, bending, binding and placing in position 1.00 MT 77504.00

steel as per plan and design and as per ISS 2502 including

cost of steel and binding wire for reservoirs/structures. Do-

deformed (TMT) bars confirming to relevant IS Fe-500 grade

for all diameters.

11 Extra rate over item of excavation of earth for excavation of

asphalt pavement/RCC of thickness upto 0.2 mt. including

demolishing the asphalt carpet, metal, solling/cutting

reinforcement etc. complete with stacking the material as

a) Upto 0.2 meter thickness (By Manual) 56.00 Smt. 72.14

Item Description Quantity Unit Rate (Rs.) Amount

12 Extra rate over item of excavation of earth for excavation of 24.00 Smt. 180.36

asphalt pavement/RCC of thickness upto 0.3 mt. (By any type

of breaker machine of RCC Cutter machine including cost of

operator, fuel, &transportation etc complete).

13 Providing, laying, spreading and compacting graded stone 20.00 m3 1146.95

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site, laying in

uniform layers in subbase / base course on well prepared

surface and compacting with vibratory roller to achieve the

desired density as per MoRTH clause

14 Refilling the pipeline trenches incl. ramming, watering, 4581.00 m3 22.00

consolidating disposal of surplus stuff as directed within a

radius of 3 km.

15 Providing and erecting steel ventilating columns of 12.0 mt. 4.00 No. 17278.21

height & 15 cms. With C.I. ornamental cap safely with the help

of required capacity of hydra crane or any type of required

capacity of crane and base fixed firmly with necessary

foundation with one coat of red lead oxide paint and one coat

of any approved color with 15 cms. dia. stoneware or R.C.C.

pipe connection with M.H. including excavation and jointing as

required etc. complete (As per drawing)

16 Conveyance charge of earth, lime, murrum, building 'rubbish,

manual garbage, sludge, excavated rock, fly ash,'aggregate of

any kind etc. complete.

17 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.

18 Making connection for Propose machinery to existing pipe/ 2.00 LS 150000.00

RCC shaft/ RCC chamber in running sewer with all material,

labour ,dewatering ,desilting ,excavation,backfilling etc

complete as per site condition and as directed by Engineer

Item Description Quantity Unit Rate (Rs.) Amount

19 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 .

12 mm Dia. Bar 10.00 No. 340.00

16 mm dia. Bar 10.00 No. 1021.00

20 mm dia. Bar 10.00 No. 1954.00

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :