BID DOCUMENTS FOR DEVELOPMENT OF GARDEN AND DELAY POND IN FINAL PLOT NO.513 OF TP NO. 01 IN SANAND MUNICIPALITY AREA.

Schedule No Name of Work

Schedule – B1 DEVELOPMENT OF DELAV LAKE AND GARDEN AT T.P-01 F.P- 513 FOR SANAND NAGARPALIKA,

Schedule – B2 Comprehensive O & M FOR 5 YEARS (SELF GRANT)

I/We am/are willing to carry out the work @ % Above / Below Percentage (should be writen in figures and

words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Consultant Municipal Engineer

CC Patel and Associates Pvt Ltd SANAND NAGARPALIKA

SANAND NAGARPALIKA

SCHEDULE-B1 (APPROVED GRANT)

NAME OF WORK :- PROPOSED DEVELOPMENT OF DELAV LAKE AND GARDEN AT T.P-01 F.P- 513 FOR

SANAND NAGARPALIKA, AT- SANAND, DIST - AHMEDABAD

Description Amount

1.00 Lake Development

2.00 Pump Room,Toilet Block,securitiy cabin ,electric room.

3.00 Water Supply System

4.00 Landscape Plantation Gardenning Work

5.00 Pipe Culvert (1200 MM DIA PIPE ) (2 Nos)

6.00 Stom Water Drain

7.00 GSR-1.0 Lac Litre

8.00 Children Play Area

9.00 Plumbing Sanitatation & Garden Irrigation Work

10.00 Electrical Work

11.00 Open Gym Area

SCHEDULE-B2 (SELF GRANT)

NAME OF WORK :- PROPOSED DEVELOPMENT OF DELAV LAKE AND GARDEN AT T.P-01 F.P- 513 FOR

SANAND NAGARPALIKA, AT- SANAND, DIST - AHMEDABAD

Description Amount

Comprehensive O & M

01 ABSTRACT SHEET - LAKE DEVELOPMENT

Sr. Qty. Unit Rate Amount

Item Description

1 Boring with hydraulic piling rigs with power units, 2,322.00 Rmt 738.31

Providing and installing cast in situ single under reamed

piles of specified diameter and length below pile cap in M-

25 cement concrete, to carry a safe working load not less

than specified, excluding the cost of steel reinforcement but

including the cost of boring with bentonite solution and the

length of the pile to be embedded in pile cap etc. all

complete. (Length of pile for payment shall be measured

upto to the bottom of pile cap) :

300 mm dia piles

2 Excavation for foundation upto 1.5 m depth including 18,073.00 Cumt 117.08

sorting out and stacking of useful materials and disposing

off the excavated stuff all lead & Lift including dewatering

Loose or Muddy soil

3 Excavation for foundation for depth from 1.5 m to 3.0 m 551.00 Cumt 129.81

including sorting out and stacking of useful materials and

disposing off the excavated stuff all lead & Lift including

dewatering etc complete.

Loose or Muddy soil

4 Dewatering by pumping set of required capacity including 53,488.00 Cumt 27.27

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

5 Filling available excavated Earth (excluding rock ) in 18,291.00 Cumt 130.39

trenches. Plinth, sides of foundations etc. in layer not

exceeding 20 cm. in depth consolidation each diposited

layer by ramming and watering.

6 Filling in foundation and plinth with murrum or selected 11,515.00 Cumt 289.06

soil in layers of 20 cm. thickness including watering

ramming and consolidating etc. completed.

7 Filling in plinth with sand under floors including watering 123.00 Cumt 460.19

ramming, consolidating and dressing complete

8 Earth work for embankment including breaking clods 2,310.00 Cumt 169.44

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 8 to 10 tonne.

E) From Borrow area within 3.0 k.m. lead

9 Providing and laying cement concrete 1:3:6 (1- Cement : 1,349.00 Cumt 3,005.76

3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

10 Providing laying controlled cement concrete M-150 work 232.00 Cumt 4,586.41

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. Foundation, Coping

11 Providing laying controlled cement concrete M-250 work 129.00 Cumt 4,721.75

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. (A) Foundation and Plinth.

12 Providing laying controlled cement concrete M-250 work 432.00 Cumt 6,278.16

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. (B) RCC Wall / Pardi

13 Providing laying controlled cement concrete M-250 work 308.00 Cumt 5,834.77

with curing complete including the cost of form work and

excluding the rate of reinforcment for reinforced concrete

work. Ground beam / Plinth beam

14 Providing laying controlled cement concrete M-250 work 66.00 Cumt 7,646.71

with curing complete including the cost of form work and

excluding the rate of reinforcment for reinforced concrete

Columns, pillars posts and struts square, rectangular,

round,polygonal in plan

15 Providing laying controlled cement concrete M-250 work 5.00 Cumt 6,578.13

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. ( B ) Slabs, landing, shelvas, Balconies etc

16 Providing laying controlled cement concrete M-25 work 5.00 Cumt 6,266.04

with curing complete including the cost of form work and

excluding the rate of reinforcment for reinforced concrete

Beams, Girders and cantilever

17 Providing ISI Mark T.M.T. Bar FE 500D reinforcement for 1,40,605.00 Kg 76.21

R.C.C. work including bending binding and placing in

position complete.

18 Uncoursed Rubble Masonry with hard stone of approved 120.00 Cumt 2,542.30

quality in foundations and plinth in Cement Mortar 1:5 (1-

cement : 5- coarse sand including curing, scaffolding, in

true line and level etc. complete as directed by Engineer in

19 Providing and laying 300mm thick pucca rubble pitching 5,775.00 Sqmt 629.63

in cement mortar 1:5 proportion with the surface pointed

with cement mortar of 1:3 proportion including curing etc.

complate for all leads & lifts etc,complete as per detail

drawing and as directed by Engineer in charge.

20 Pointing on rubble pitching/Uncoursed stone masonry 5,775.00 Sqmt 104.84

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

etc,complete as per detail drawing and as directed by

Engineer in charge.

21 Brick work using Common burnt clay building bricks 31.00 Cumt 4,021.02

having crushing strength not less than 35 kg./sq.cm. in

foundation and plinth in cement mortar 1: 6 (1 cement:

fine sand) including curing, scaffolding, in true line and level

etc. complete as directed by Engineer in Charge. Plinth

Masonry (B Conventional

22 Brick work using Common burnt clay building bricks 157.00 Cumt 4,295.99

having crushing strength not less than 35 kg./sq.cm. in

foundation and plinth in cement mortar 1: 6 (1 cement:

fine sand) including curing, scaffolding, in true line and level

etc. complete as directed by Engineer in Charge. in

superstructure above plinth level (B) Conventional

23 Providing 15mm thick cement plaster in single coat on 100.00 Sqmt 176.58

fair side of Brick/concrete walls for interior plastering and

finished even and smooth in CM 1:3 ( 1 Cement : 3 Sand )

including curing, scaffolding, in true line and level etc.

complete as directed by Engineer in Charge.

24 Providing & applying 20mm thick sand faced cement 1,586.00 Sqmt 300.66

plaster on walls upto 10m height from ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1

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

(1 cement : 1 sand) including curing, necessary scaffolding

in true line & level etc. comp. as directed by Engineer in

25 Finishing wall with weather proof exterior emulsion paint 1,586.00 Sqmt 114.53

on wall surface (two coats) to give applying primer coat and

required shape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose powdered

materials. etc complete.

26 Providing and laying Granite slab 18mm thick in flooring, 100.00 Sqmt 3,254.22

skirting, treads, riser of steps, dedo and landing laid on a

bed of 20mm thick CM 1:4 ( 1 Cement : 4 Coarse sand )

finished with flush pointing in cement. including curing,

rubbing, polishing, cleaning, moulding etc. complete and

joints with cement, shade & size as per drawing etc.

complete. as directed by Engineer in Charge.

27 Providing and laying Ceramic tiles 6mm thick in skirting, 10.00 Sqmt 1,038.39

risers of steps & dedo on 10mm thick cement plaster 1:3

(1 Cement : 3 Coarse sand) & finished with pigment to

match the shade etc. complete. as directed by Engineer in

28 Box cutting the road surface to proper slope and camber 1,058.00 Cumt 102.93

for making a base for the road work including removing the

excavated stuff and depositing on the Pond side as all lead

& left etc.complete as directed by Engineer in Charge.

29 Consolidation of surface dressing in one coat with power 1,856.00 Sqmt 8.12

roller including cost of fuel, hire charges of roller

30 Providing and laying wet mix macadam base course as 279.00 Cumt 1,708.92

per MORTH specification using machine crushed B.T. chip

as per required gradation, mixing with required optimum

quantity of water, conveying the mix to site of work

spreading in to grade and camber with paver / mechanical

means and consolidation each layer with vibratory roller to

achieve the desired density including cost of material

labour plant and equipment etc. complete.

31 Supplying & Fixing precast RCC Saucer Drain of size 117.00 Rmt 303.00

450mm X 300mm X 75mm manufactured by design mix

M-30 Grade of polymer concrete including all lead, lifting

at any height, loading, unloading as a complete as directed

by Engineer in Charge.

32 Providing and fixing pre-cast concrete kerb stone of gray 1,246.00 Rmt 370.68

cement based concrete block 30cm length,30cm height and

15cm thick of M250 grade concret as per approved design

and including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 1cement : 3 fine sand) etc

33 Providing and fixing pre-cast Rubber Dye / steel Dye inter 1,105.00 Sqmt 686.90

locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS

15658 : 2006 including 75 mm Sand layer for levelling and

filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

34 Chharoo finish 10.00 Cumt 600.56

Filling in foundation and plinthwith brick Bats Chhara in

layers of 20cm. thickness including watering, remming and

consolidating etc. complete.

35 Providing & laying 40mm thick fine dressed stone 3,112.00 Sqmt 1,292.90

flooring over 20 mm (average) thick base of cement

mortar 1:5 (1 cement : 5 coarse sand) with joints finished

flush,rubbing, rounding edg and polishing etc, shade & size

as per drawing etc. complete. as directed by Engineer in

36 Providing FRP decorative DUSTBINS in different attractive 30.00 No 6,565.00

shape like MONKEY, RABBIT and PENGUIN & JOKER

etc. FRP thickness will be approx 2mm thick. Finish with

decorative paint after proper surface treatment. Height

approximately 3’3” ft & 24” dia.complete as directed by

Engineer in Charge.

37 Steel work, welded in built up sections framed work 24,480.00 Kg 84.13

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting plates or angle

cleats as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like

38 Painting two coats (excluding priming coat) on new steel 2,537.00 Sqmt 87.81

and other metal surface with enamel paint, brushing,

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

39 Providing and fixing SS 304 Benches, For Outdoor, With 56.00 No 9,595.00

Back of standard size at locations shown in the detailed

drawing and as per instructions of E.I.C.

40 Providing and Fixing 6 mm thick Lexan Polycarbonate multi 720.00 Sqmt 1,441.90

wall roofing sheet fixed with hilti screw and rubber silicon

sealer and alluminium strip of size 50 x 3 mm etc complete

as directed by Engineer in charge.

41 RCC Precast/Prestressed Boundary WallProviding, 340.00 RMT 1,889.71

supplying, and fixing of a Reinforced Cement Concrete

(RCC) Precast/Prestressed Boundary Wall of 6 feet in

height. The work includes all necessary activities such as

piling, labor charges, loading, unloading, and transportation

to the site, with all associated costs included in the quoted

rate. The boundary wall system shall comprise precast

posts and panels. The Post Size shall be 8 feet × 6 inches

× 6 inches (2438 mm × 152 mm × 152 mm) and the Panel

Size shall be 7 feet × 1 foot × 2 inches (2134 mm ×

mm × 51 mm). Posts shall be securely founded in cast-in-

situ foundations of size 300 mm diameter × 600 mm depth.

The Quality of Concrete used for both posts and panels

shall be M30 Grade, strictly conforming to the requirements

specified in IS:1343:2012 (Indian Standard Code of

Practice for Prestressed Concrete). For prestressing, high

tensile steel wire of 3 mm diameter shall be used:

numbers in each Panel and 7 numbers in each

Column/Post. The contractor is responsible for the entire

process, including manufacturing, quality control, safe

transport, installation with proper alignment and plumb, and

all necessary curing and finishing, ensuring a durable and

aesthetically acceptable boundary wall as per the stated

dimensions and material specifications.

TOTAL AMOUNT IN RS…..

TOTAL AMOUNT IN RS…..

02 ABSTRACT SHEET - PUMP ROOM, TOILET BLOCK, SECURITY CABIN & ELECTRIC ROOM

Sr.No. Item Description Total Unit Rate Amount

1 Excavation for foundation up to 1.5 mt.Depth including 149.00 Cumt 117.08

sorting out and stacking of useful materials and desposing

of the excavated stuff up to 50 meter lead.

(A) Loose of Soft Soil

2 Excavation for foundation for depth from 1.5M to 3.0M 121.00 Cumt 129.81

including sorting and stacking of usefull materials and

disposing of excavated stuff upto 50 meter lead

(A) Loose of Soft Soil

3 Boring with hydraulic piling rigs with power units, 15.00 Rmt 738.31

Providing and installing cast in situ single under reamed

piles of specified diameter and length below pile cap in M-

25 cement concrete, to carry a safe working load not less

than specified, excluding the cost of steel reinforcement

but including the cost of boring with bentonite solution and

the length of the pile to be embedded in pile cap etc. all

complete. (Length of pile for payment shall be measured

upto to the bottom of pile cap) : 300 mm dia piles

4 Filling available excavated Earth (excluding rock ) in 198.00 Cumt 130.39

trenches. Plinth, sides of foundations etc. in layer not

exceeding 20 cm. in depth consolidation each diposited

layer by ramming and watering.

5 Filling in foundation and plinth with murrum or selected 44.00 Cumt 289.06

soil in layers of 20 cm. thickness including watering

ramming and consolidating etc. completed.

6 Filling in plinth with Sand under floors including watering 10.00 Cumt 460.19

reamming, consolidating and dressing etc. comp.

7 Providing and laying cement concrete 1:3:6 (1- Cement : 25.00 Cumt 3,005.76

3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

8 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 10.00 Cumt 3,697.91

coarse sand : 4 graded stone aggregates 20 m.m. nominal

size) and curing complete including the cost of form work

and excluding the rate of reinforcement for reinforced

cement concrete in: (A) Foundation and plinth.

9 Providing laying controlled cement concrete M-250 work 25.40 Cumt 4,721.75

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. (A) Foundation and Plinth. Ground Floor

10 Providing laying controlled cement concrete M-250 work 11.40 Cumt 6,783.16

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. - ( I ) Coping/Sill/Lintel

11 Providing laying controlled cement concrete M-250 work 18.00 Cumt 5,834.77

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. - Ground beam / Plinth beam

12 Providing laying controlled cement concrete M-250 work 18.24 Cumt 7,646.71

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. (D ) Columns, pillars posts and struts square,

rectangular, polygonal in plan

13 Providing laying controlled cement concrete M-250 work 16.80 Cumt 6,578.13

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. Slabs, landing, shelvas, Concrete

Bands,Balconies etc.

14 Providing laying controlled cement concrete M-250 work 13.00 Cumt 6,266.04

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. Beams, Girders and cantilever

15 Providing laying controlled cement concrete M-250 work 0.60 Cumt 5,929.71

with curing complete including the cost of form work and

excluding the rate of reinforcement for reinforced concrete

work in. ( G ) Chhajja

16 Providing ISI Mark T.M.T. Bar FE 500D reinforcement for 12,328.00 Kg 76.21

R.C.C. work including bending binding and placing in

position complete. Ground Floor

17 Brick work using Common burnt clay building bricks 15.00 Cumt 4,021.02

having crushing strength not less than 35 kg./sq.cm. in

foundation and plinth in cement mortar 1: 6 (1 cement :

fine sand) including curing, scaffolding, in true line and

level etc. complete as directed by Engineer in Charge.

Plinth Masonry (B) Conventional

18 Brick work using Common burnt clay building bricks 65.00 Cumt 4,295.99

having crushing strength not less than 35 kg./sq.cm. in in

cement mortar 1: 6 (1 cement : 6 fine sand) including

curing, scaffolding, in true line and level etc. complete as

directed by Engineer in Charge.(B) Conventional

Up to Floor two level Ground Floor

19 Brick work using Common burnt clay building bricks 13.00 Cumt 4,336.49

having crushing strength not less than 35 kg./sq.cm. in in

cement mortar 1: 6 (1 cement : 6 fine sand) including

curing, scaffolding, in true line and level etc. complete as

directed by Engineer in Charge. (B) ConventionalFloor

two level to three level First Floor

19 Half brick masonary in bricks having 'crushing strength 87.00 Sqmt 653.17

not lessthan 35 kg./sq.cm. in cement morar 1:4 (1 Cement:

(B) Conventional Up to Floor two level Ground Floor

20 Providing and fixing 35 mm thick Decorative type Water 11.00 Sqmt 3,004.75

proof flush door shutters, solid core construction with

cross band and face veneer or ply-wood face panels,

mm thick laminate on both sides including Stainless steel

fixtures and fastening and SS handle, aldrop, tower bolt,

stopper including primer coat of approved quality and two

coats of oil painting etc, complete as directed by Engineer

21 Providing and fixing FRP frame size 125x65 mm and 17.00 Sqmt 2,019.98

35mm thick FRP shutter with wood grain raised panneled

design finish shutter having extra reinforcement on sides

& edges in Gel coat 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 fastener sleeve & alluminium fixtures &

22 Providing and fixing window having extruded aluminum 11.00 Sqmt 1,713.70

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Kg

/ Rmt), horizontal two track member size 61.85 mm x

31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of

0.695 Kg/mt), vertical member of size 61.85 mm x

31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of

0.0.659 Kg/mt) with sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm (of Jindal Section no:8949

@ wt.of 0.456Kg/mt), vertical member of size 40mm x

18mm x 1.29mm (of Jindal Section no:8947 @ wt.of

0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with 5 mm

thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per

details etc complete for window.

23 Providing and fixing standard extruded of alluminium 6.00 Sqmt 1,175.56

section of size 63 mm x 38.10 mm x 1.2 mm ( of Jindal

Section No. 2434 @ wt 0.643 kg/rmt ) with colour anodized

alluminium frame for ventilation with 5 mm thick frosted

glass as per details etc complete for ventilator with

provision for exhaust fan as per drawing.

24 Providing and fixing M.S. Grills/ Railing of required pattern 425.00 Kg 108.07

to wooden frames / Marble/ Granite Frame of window/

balcony etc. with M.s. flats at required spacing and frames

all-round, square or round bars fixed with round headed

bolts and nuts or by screws, including one coat of primer

of approved quality and brand & two coats of synthetic

enamel oil paint etc. complete as per detail drawing and as

directed by Engineer in charge.

Providing and fixing stainless steel ( Grade 304) railing

made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature

(wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing

with necessary accessories & stainless steel dash

fasteners , stainless steel bolts etc., of required size, on

the top of the floor or the side of waist slab with suitable

25 arrangement as per approval of as per detail drawing and 108.00 Kg 780.12

as directed by Engineer in charge.(for payment purpose

only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners

26 Providing 15mm thick mala cement plaster in single coat 231.00 Sqmt 176.58

on fair side of Brick/concrete walls for interior plastering

upto floor two level and finished even and smooth in CM

1:3 ( 1 Cement : 3 Sand ) including curing, scaffolding, in

true line and level etc. complete as directed by Engineer in

27 Providing & applying 10 mm thick cement plaster in 134.00 Sqmt 177.06

single coat on fair side of Ceiling surface/Sloping Roof

etc, for ground floor upto floor two level finished even and

smooth in C.M. 1:3 (1 cement : 3 Sand ) including floating

coat of neat cement slurry and curing, scaffolding, in true

line and level etc. complete as directed by Engineer in

28 Providing & applying 20mm thick sand faced cement 410.00 Sqmt 300.66

plaster on walls upto 10m height from ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1

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

(1 cement : 1 sand) including curing, necessary

scaffolding in true line & level etc. comp. as directed by

Engineer in charge.

29 Forming groove of uniform size from 12 x 12 mm and upto 144.00 101.61

25 x15 mm in plastered surface as per approved pattern

using wooden batten, nailed to the under layer including

removal of wooden battens, repairs to the edges of plaster

panel and finishing the groove complete as per

specifications and direction of the EIC.

30 Providing throating or plaster drip and moulding to RCC 104.00 Rmt 41.66

31 Providing cement vata ( 10 cm x 10 cm size ) quarter 104.00 Rmt 23.68

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete

32 Providing and fixing 150 mm wide, approved quality 63.30 Sqmt 318.15

chicken wire mesh at junction of brick work and RCC

work or two dissimilar surfaces, at all heights fixed by nails,

rowal plugs or tag by cement mortar 1:3 before applying

the plaster, including curing, scaffolding all complete as

33 Distempering (Two coats) with Oil bound washable 231.00 Sqmt 117.43

distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even

shade,over and including Birlla White Putty with rabbing &

smooth surfacing ,a priming coat with alkali resistance

primer of approved brand after thoroughly brushing the

surface to give an even shade after throughly brushing the

surface free from mortar drooping and other foreign matter

and also including preparing the surface even and smooth.

34 Distempring (Two coats) with oil bound washable 190.00 Sqmt 125.55

distemper of approved brand and manufacture and of

required shade on ceilings and sloping roofs to give an

even shade over and including Birlla White Putty with

rabbing & smooth surfacing, a priming coat with distemper

primer of approved brand and manufacture after throughly

brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface

even and sand papered smooth.

35 Finishing wall with weather proof exterior emulsion paint 382.00 Sqmt 114.53

on wall surface (Three 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.

36 Finishing walls with rough textured exterior paint of 45.00 Sqmt 225.84

required shade : New work (Two or more coats applied @

3.28 ltr/10 sqm) over and including priming coat of exterior

primer applied @ 2.20kg/10 sqm,complete as per

specifications and direction of the EIC.

37 Providing and laying Granite slab 18mm thick in flooring, 15.00 Sqmt 3,254.22

skirting, treads, riser of steps, dedo and landing laid on a

bed of 12mm thick CM 1:3 ( 1 Cement : 3 Coarse sand )

finished with flush pointing in cement. including curing,

rubbing, polishing, cleaning, moulding etc. complete and

joints with cement, shade & size as per drawing etc.

complete. as directed by Engineer in Charge.

38 Providing and laying polished Kota stone slab flooring 49.00 Sqmt 992.66

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.

39 Providong and laying Anti skid-Vitrified tiles 8 to 10mm 39.00 Sqmt 1,397.83

thick in flooring, skirting, dedo, treads & risers of

steps and landing laid on a bed of 20mm thick cement

1:6 (1 cement : 6 coarse sand) finished with flush pointing

in white cement slurry with pigment to match the shade

and colour of the tiles in true line & level, curing etc.

complete. as directed by Engineer in Charge.

40 Providing and laying Ceramic tiles 8mm thick in 189.00 Sqmt 1,038.39

skirting,risers of steps & dedo on 10mm thick cement

plaster 1:3 (1 Cement : 3 Coarse sand) & finished with

pigment to match the shade etc. complete. as directed by

Engineer in Charge. .

41 Providing and laying 18mm thick Granite of specified size 35.00 Sqmt 3,254.22

colour, shade and of approved make, in skirting, risers

of steps, dado, cladding , sill and jambs of door,

window & ventilation frame with mini. two coat of

construction chemical and as per manufacture

specification incl. rubbing and polishing, rounding edge

and All joints filled with coloured cement putty as per

architect detail and wiped to give sharp joints with flush

pointing and washed as direction by E.I.C.

42 Providing and fixing 18mm thick Granite Stone Double 3.00 Sqmt 3,420.87

Side Polished with machine cut edge to all sides as a

Partition, shelves, divider wall etc. including making

groove in wall and making the same as per original

including fixing the same with C:M 1:3 ( 1 cement : 3 sand )

in true line and level, curing including rubbing, rounding

edg and polishing etc. complete as per detailed drawings &

directed by E.I.C.

43 Providing and fixing sandwiched granite and kota as 6.00 Sqmt 4,067.27

Kitchen platform, pantry, Basin counter of width 0.60 to

0.70 m with 18mm thick granite of approved color + 30mm

Cm in 1:4 + 25mm kotah stone one side polished in one

piece for kitchen / platform. The joint shall be filled with

white cement with pigments to match the color of the

stone. The cutouts for Kitchen sink/basing if required shall

be provided as per drawing. The platform shall be

supported on pair of polished kotah stone @ 0.75 to

m c/c filled with cement slurry. It shall include facia. The

facia and other edges shall be duly chamfered / rounded

as per drawing. The stone shall be of one shade only and

different shades if found will be rejected, finished sizes

shall be measured & paid,etc.complete as per detailed

drawings & directed by E.I.C.

44 Providing and laying water proofing treatment on terrace 137.00 Sqmt 791.84

with ceramic tile floor with epoxy grout with 3 mm groove

including applying neat cement slurry 2.75kg/cm2 on

cement admixed with water proofing component after

cleaning the surface /laying cement concrete with brick bat

75 mm to 100 mm thick with 50% of C.M. 1:5 to required

slope including ramming at junction of wall and slab after

two days of proper curing applying broken china mosaic

flooring for plain and curve surface 12mm to 20mm white

colour ceramic tiles to be laid over 12mm thick cement

mortar bedding of CM (1:3) to plain and slop and to be

tampered to bring mortar cream up to surface with using

white cement and incl. Rounding of junctions and

extending them up to 30 cm along the wall and curing with

bends any patterns or design as per drawing and direction

TOTAL AMOUNT IN RS…..

TOTAL AMOUNT IN RS…..

03 ABSTRACT SHEET - WATER SUPPLY SYSTEM

SR. ITEM DESCRIPTION QTY RATE UNIT AMOUNT

1 Excavation for Pipeline trenches 72.00 102.35 Cumt

Excavation for pipe line trenches for water supply, sewerage

line, manhole etc. all with shoring and struting 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

In all sorts of soil and soft murrum 0.0 m to 1.5 m depth

i) In all sort of soils and soft murrum

2 Refilling the pipeline trenches including ramming, watering, 58.00 25.30 Cumt

consolidating, disposal of surplus stuff as directed within a

With Surplus earth upto 3 km

3 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 11.00 3,005.76 Cumt

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

4 Providing and supplying D.I. K9 grade pipes for following 100.00 1,127.00 Rmt

nominal bore diameter with internal cement lining including all

taxes, insurance, transportation, freight charges, octroi,

inspection charges ,loading, unloading, conveyance to the

departmental stores stacking etc. complete. (IS 8329-2000)

100 mm D.I.Pipe K9

5 Lowering, laying and jointing C.I. S & S Spun pipes 100.00 63.25 Rmt

suitable for tyton joints/ Mortar Lined D.I. Pipes of various

classes with C.I. / M.S. specials of following diameters in

proper position , grade and alignment as directed by Engineer-

in-charge including hydraulic testing etc. complete. 100 mm

6 Providing, supplying and fixing ISI mark CI Sluice valves PN 1.00 5,000.00 No.

1.6 at site of work tested to specified test pressure including

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

loading, unloading stacking etc. complete and all labour

charges of lowering, laying, jointing in position including cost of

jointing materials, nut-bolts and giving satisfactory hydraulic

testing etc. complete.

A12) PN-1.6 with gear operated ( Alt-1 type long body )

7 Lowering, laying and jointing in position following C.I/D/F Sluice 1.00 504.85 No.

valves including cost of all labour, jointing material including nut

bolts and giving satisfactorily hydaulic testing etc. complete

mm Dia Sluice Valve

8 Providing, supplying and fixing ISI mark Reflux valves at site 1.00 5,563.00 No.

of work tested to specified test pressure including all taxes,

octroi, insurance, transportation, freight charges, loading,

unloading stacking etc. complete and all labour charges of

lowering, laying, jointing in position including cost of jointing

materials, nut-bolts and giving satisfactory hydraulic testing

100 mm Dia PN 1.6 IS 5312 with ISI mark

9 Lowering, laying and jointing in position following C.I/D/F Non 1.00 504.85 No.

Return valves including cost of all labour, jointing material

including nut bolts and giving satisfactorily hydaulic testing etc.

100 mm Dia Sluice Valve

10 Construction of valves chamber in brick or stone masonry, 2.00 8,882.00 No.

locally available in C.M 1:6,foundation concrete 150 mm thick

in C.C. 1:4:8 of trap metal size 25 mm to 40 mm thick,

inside cement plaster in C.M 1:3, and cement pointing outside

in C.M 1:3 etc. complete as given size. Upto 1 mt depth from

G.L. to pipe invert level incl. complete civil works but

excluding cost of excavation and refilling. With fixing of CI-

MH frame and cover (Excluding cost of CI-MH frame and cover

) (a) Size of 1.30 m x 0.90 m and 1.0 m deep

11 Providing and supplying Cast iron Manhole Frame & Cover ( All 160.00 58.00 Kg

type ) for water supply.

12 Fixing all types of C.I. Frame and cover in C.C.1:2:4 including 2.00 279.00 No.

carting etc. complete excluding cost of R.C.C.

04 ABSTRACT SHEET - LANDSCAPE, PLANTATION & GARDENNING WORK

Sr. Description Quantity Unit Rate Amount

Construction bed for plantation with miyawaki

method, including all materials, labours and

equipments. materials as per engineer in charge

1.00 Preparation of beds for hedging and shrubbery by 720.00 Cmt 225.08

excavating 60 cm deep and trenching the excavated

base to a further depth of 30cm, refilling the excavated

earth after breaking clods and mixing with sludge or

manure in the ratio of 8:1(8 parts of stacked volume of

earth after reduction by 20%:one part of stacked

volume of sludge or manure after reduction by 8%),

flooding with water, filling with earth if necessary,

wateringand finally fine dressing, leveling etc.

including stacking and disposal of materials declared

unserviceable and surplus earth by spreading and

leveling as directed,withina leadof 50m, lift upto 1.5m

complete (cost of sludge,manureor extra earth to be

paid for separately)

2.00 Supplying and stackingof well decayed cattle manure 180.00 Cmt 249.98

at site including royalty and carriage upto 5k.m. lead

complete (Cattle manure measure dinstac ks will

reduced by8% for Payment).

LARGE TREES (LT)

TREE PLANTATION

Providing & planting new plant by Miyawaki

method (fromList) including making trench,

perforator, fertilizer,water retainer,mulching,

planting etc completeas per directed

3.00 Digging holes in ordinary soil and refilling the same 2.00 No. 4,545.00

with the excavated earth mixed with manure or sludge

in the ratio of 2:1 by volume (2parts of stacked

volume of earth after reduction by 20%:1 part of

stacked volume of manure after reduction

by8%)flooding with water, dressing including removal

of rubbish andsurplusearth, ifany,withall leads and

lifts (cost of manure, sludge or extra good earth if

needed to be paid for separately) Large Trees of

Height 10' as per direction of the officer-in-charge.

Sultan champo, Dilo oil tree

4.00 Karnika, Muchkund, Wild Champo, Kanak Champa 10.00 No. 4,545.00

5.00 Ambo, Mango 11.00 No. 7,575.00

7.00 Jarul,Taman, Pride of India 13.00 No. 3,636.00

10.00 Sausage Tree, Balam Khira 8.00 No. 3,535.00

11.00 Mahua, Indian Butter Tree 6.00 No. 5,504.50

12.00 Safed Shirish 7.00 No. 3,535.00

13.00 Indian Cork Tree, Neem Chameli 11.00 No. 4,545.00

15.00 Silk Cotton Tree, Kapok, Simal, Sawar (Katesawar), 14.00 No. 4,545.00

16.00 Kailashpati, Cannonball tree 6.00 No. 4,999.50

17.00 Kothu, Wood Apple 1.00 No. 7,979.00

19.00 Rubber plant, Indian coutchok tree 2.00 No. 5,555.00

20.00 Anjeer, Common Red-Stem Fig 12.00 No. 5,858.00

23.00 Vad, Banyan, Bargad 10.00 No. 4,848.00

24.00 Jackfruit 11.00 No. 4,848.00

25.00 Pongam Tree, Karanja 20.00 No. 4,848.00

28.00 Putranjiva 6.00 No. 4,848.00

29.00 Yellow tabebuia, Golden Shower Tabebuia 12.00 No. 4,747.00

30.00 Pink Tabebuia, Savannah oak 12.00 No. 4,848.00

MEDIUM TREE (MT)

Digging holes in ordinary soil and refilling the same

with the excavated earth mixed with manure or sludge

in the ratio of 2:1 by volume (2parts of stacked

volume of earth after reduction by 20%:1 part of

stacked volume of manure after reduction

by8%)flooding with water, dressing including removal

of rubbish andsurplusearth, ifany,withall leads and

lifts (cost of manure, sludge or extra good earth if

needed to be paid for separately) Medium Trees of

Height 10' as per direction of the officer-in-charge.

31.00 Lagerstroemia indica L. 10 No. 1,504.90

32.00 Ceiba pentandra 1 No. 1,706.90

33.00 Bauhinia variegata (Pink) 6 No. 1,504.90

34.00 Bauhinia variegata (Purple) 6 No. 1,504.90

35.00 Spathodea campanulata 8 No. 1,484.70

36.00 Morus alba L. 16 No. 1,484.70

37.00 Cassia fistula 12 No. 2,424.00

38.00 Saraca asoca 7 No. 2,828.00

39.00 Terminalia catappa 13 No. 1,504.90

40.00 Cordia sebestena L. 12 No. 1,605.90

41.00 Michelia champaca L. 12 No. 1,706.90

42.00 Pithecellobium dulce 13 No. 1,504.90

43.00 Jacaranda mimosaefolia 10 No. 1,504.90

44.00 Cochlospermum religiosum 10 No. 2,424.00

SMALL TREES (ST)

Digging holes in ordinary soil and refilling the same

with the excavated earth mixed with manure or sludge

in the ratio of 2:1 by volume (2 parts of stacked

volume of earth after reduction by 20%:1 part of

stacked volume of manure after reduction by 8%)

flooding with water, dressing including removal of

rubbish andsurplusearth, ifany,withall leads and lifts

(cost of manure, sludge or extra good earth if needed

to be paid for separately) Small Trees of Height 10'

as per direction of the officer-in-charge.

45.00 Khair-champa, Dev-chapha, Frangipani 3 No. 1,616.00

46.00 Sunset Orange Champa 3 No. 1,818.00

Providing and stacking of Palm Tall Trees stem

Height. 12' with leaves lush green leaves well

developed in big size HDPE Bags as per direction of

the officer-in-charge.

47.00 Fish Tail Palm, Shiv Jata, Bherli-mad 24 No. 2,424.00

48.00 Date Plam 24 No. 12,120.00

49.00 Mad, Naral, Coconut tree 24 No. 2,525.00

50.00 Betel Palm, Supari 48 No. 2,424.00

PALM-SHORT (PS)

Providing and stacking of Palm Short Trees stem

Height. 12' with leaves lush green leaves well

developed in big size HDPE Bags as per direction of

the officer-in-charge.

51.00 Areca Palm 120 No. 1,818.00

52.00 Lady Palm 114 No. 2,929.00

53.00 Large lady palm 75 No. 2,828.00

Providing and stacking of Shrubs of Height 4' in as

per direction of the officer-in-charge.

54.00 Lal karen, Karen 1864 No. 151.50

55.00 Chandni 340 No. 141.40

56.00 Candle Bush, Ringworm shrub 802 No. 161.60

57.00 Indian Shot, Canna Lily 120 No. 141.40

58.00 Canna 'Yellow King Humbert' 800 No. 141.40

59.00 Parrot's beak 305 No. 757.50

60.00 Parrot's beak 180 No. 757.50

61.00 Firecracker plant, Coral plant 150 No. 454.50

62.00 Mexican Honeysuckle 820 No. 161.60

63.00 Crested Barleria 292 No. 161.60

64.00 Blue snake wine 1044 No. 181.80

65.00 Golden Dewdrop, Pigeon Berry, Skyflower 138 No. 141.40

66.00 Golden Thyrallis, Rain of Gold 760 No. 161.60

67.00 Guletura, Pride of Barbados, Peacock Flower 690 No. 141.40

68.00 Jasvand, Japa, Chinese rose, Shoe-flower (red 932 No. 151.50

69.00 Orange tecoma 699 No. 181.80

70.00 Cape honeysuckle 699 No. 161.60

71.00 White Dwarf Orchid 60 No. 757.50

72.00 Showy dombeya 60 No. 131.30

73.00 Caribbean copperplant 180 No. 141.40

74.00 Vilayti arandi 90 No. 131.30

Providing and stacking of Climber in Height. 12'

with leaves lush green leaves well developed in big

size HDPE Bags as per direction of the officer-in-

77.00 Hari Chmapa, Manoragini 1 No. 2,828.00

Providing and Stacking o grass of height of 2' to 5'

with multi branches in Poly bag as per Drawing and

direction of the officer-in-charge.

78.00 Golden Bamboo 10 No. 181.80

79.00 Vank (variegated form) 20 No. 454.50

80.00 Male vans or Van bans 10 No. 121.20

81.00 Baluka or Balcooa vans 10 No. 131.30

82.00 Fountain Grass 150 No. 85.85

83.00 Pampas grass 150 No. 95.95

84.00 Complete supplying every months of the entire 3,553.00 SQM 174.53

garden features having as per yard stick in the garden

area i.e. lawn, trees, shrubs, herbs, edge, flower beds,

foliages, creepers etc. including hoeing,weeding,

pruning, replacement of plants, gap filling, watering,

mowing of lawn, grass cutting by lawn mover and

brush cutter, removal of garden waste, applying

insecticide, pesticide & fertilizers (whenever

required) top dressing of lawn with good earth and

manure and maintenance of other garden related

works as directed by office-in-charge

05 ABSTRACT SHEET - PIPE CULVERT (1200 MM DIA PIPE ) 2 NOS.

SR. ITEMS DESRIPTION QTY RATE UNIT AMOUNT

1 Excavation for foundation upto 1.5m. Depth 24.00 117.08 Cumt

including sorting out and stacking of useful

materials and dispossing of the excavated stuff

upto 50 metre lead, incluidng dewatering of either

sub soil or rain water is involved.

(A) In all sorts of soil including muddy soil.

A) DEPTH UPTO 1.50 MTR

2 Excavation for foundation from 1.5m. to 3.0mtr 24.00 129.81 Cumt

Depth including sorting out and stacking of useful

materials and dispossing of the excavated stuff

upto 50 metre lead, incluidng dewatering of either

sub soil or rain water is involved.

(A) In all sorts of soil including muddy soil.

A) DEPTH UP TO 1.50 to 3.0 MTR

3 Excavation for foundation from 3.0 to 5.0mtr 24.00 142.52 Cumt

Depth including sorting out and stacking of useful

materials and dispossing of the excavated stuff

upto 50 metre lead, incluidng dewatering of either

sub soil or rain water is involved.

(A) In all sorts of soil including muddy soil.

A) DEPTH UP TO 3.0 to 5.0 MTR

4 Filling available excavated earth ( excluding 14.00 130.39 Cumt

rock in trenches, plinth, sides of foundations etc.

in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

5 Filling in plinth with Sand under floors including 27.00 460.19 Cumt

watering reamming, consolidating and dressing

6 Providing and laying cement concrete 1:3:6 2.00 3005.76 Cumt

(1cement : 3 coarse sand : 6 graded stone

aggregates 40mm. nominal size) and curing

complete excluding the cost of form work in.

(A) Foundation and Plinth.

7 Providing and supplying ISI Standard R.C.C. 16.00 5957.99 Rmt

pipes (of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental

stores, stacking etc. complete. (IS - 458/

1989)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.Class NP3 Test

pressure 0.7 Kg/sq.cme)1200 MM DIA Class Np3

8 Lowering, laying and jointing R. C. C. pipes in 10.00 511.06 Rmt

C. M. 1:1 1/2 of following diameters in proper

position, grade and alignment as directed by

Engineer-in-charge including conveyance from

stores to site of work,labour, giving hydraulic

testing as per ISI code.

Class NP3 Test pressure 0.7 Kg/sq.cm

1200 mm Dia NP3 Class Pipe

9 Providing and laying controlled cement 36.00 4552.07 Cumt

concrete M 250 and curing complete including

the cost of form work and rainforcement of

reinforcement concrete work in

(A) Foundation and base concrete

10 Providing and laying controlled cement 3.00 6278.16 Cumt

concrete M 250 and curing complete including

the cost of form work and rainforcement of

reinforcement concrete work in

11 Providing TMT FE -500/500D reinforcement for 3093.00 76.21 Kg

R.C.C. work including bending binding and

placing in position complete up to floor two level.

12 Providing and fixing post and pipe railing as per 7.30 1202.80 Rmt

detailed drawing including 3 coats of painting to

steel works complete.

13 Filling in foundation and plinth with murrum or 132.00 289.06 Cumt

selected soil in layers of 20 cm. thickness

'including watering, ramming and consolidating

14 Providing 15 mm. thick cement plaster in single 17.00 157.17 Sqm

coat on fair side of Brick/concrete walls for interior

plastering finished even and smooth in CM 1:3 (

Cement : 3 Sand )[ii] Cement mortar 1:3 [1

cement: 3 sand)

15 Steel work, welded in built up sections framed 156.25 84.13 Kg

work including cutting, hoisting, fixing in position

and applying a priming coat of read lead paint.

(A) In beams and joists, channels angles Tees,

flats, with connecting plates or angle cleats as in

main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

06 ABSTRACT SHEET - STORM WATER DRAIN

Sr.No. Qty. Unit Description Total Rate Amount

1.00 1596.40 Cum Excavation for Pipeline trenches 102.35

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting

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 sorts of soil and soft murrum 0.0 m to 1.5 m

depth i) In all sort of soils and soft murrum

2.00 1350.80 Cum Do same item as above - excavation from 1.5 m to 3.0 112.70

i) In all sort of soils and soft murrum

3.00 1105.20 Cum Do same item as above - excavation from 3.0 m to 4.5 118.45

i) In all sort of soils and soft murrum

4.00 573.10 Cum Do same item as above - excavation from 4.5 m to 6.0 125.35

i) In all sort of soils and soft murrum

5.00 545.80 Sqm Shoring or timbering for trench with 50 mm thick planks 81.65

and suitable size struts etc. complete.

6.00 272.89 Rmt R. C. C. PIPE (Horizontal Cast)Providing and 5,899.00

supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class

and diameter suitable for either collar joints or rubber

ring joints including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking

etc. complete. (IS - 458/ 1989).Note : One rubber ring

should be supplied with each full length socketed

pipe, cost included in rates below.Class NP3 Test

Pressure 0.7 Kg/Sqcm1200 mm dia NP3 RCC pipes

7.00 272.90 Rmt L,L& J of R.C.C. Pipes FOR Drainage 506.00

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1

1/2 of following diameters in proper position,grade and

alignment as directed by Engineer-in-charge including

conveyance from stores to site of work,labour, giving

hydraulic testing as per ISI code.

B) Class NP2,NP3,NP4 1200 mm dia NP3 RCC pipes

8.00 1105.20 Cum Extra for dewatering from 3.0 m depth from G. L. In 31.05

hard murrum, boulders incl. macadum road

a 573.10 Cum 4.50 to 6.00 m depth- 54.05

9.00 3999.00 Cum Refilling the pipeline trenches including ramming, 25.30

watering, consolidating, disposal of surplus stuff as

directed within a radius of 3 km

With Surplus earth upto 3 km

10.00 1.00 No Providing and constructing Sewer manholes, scraper 14,005.85

manholes and unit house connection chamber, as per

the type design in brick masonry in C. M. 1:5 and

inside and outside 15 mm thick plastering using of

Sulphate Resisting Cement in C. M. 1:3 necessary

100 mm coping with reinforcement in R.C.C.M.

fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers)

over manholes and house connection chambers and

fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl.

excavation).a) Manhole type "A" Circular type having

inside diameter of 1200 mm for depth upto 1.5 m depth

(for 150 mm to 500 mm dia sewer)Manhole type "A" as

above but upto 1.0 M depth.

11.00 0.50 Rmt Extra depth beyond 1.0 M but upto 1.5 M depth for "A" 7,622.20

type manhole above.

12.00 1.00 No. Providing and constructing Sewer manholes, scraper 24,283.40

manholes and unit house connection chamber, as per

the type design in brick masonry in C. M. 1:5 and

inside and outside 15 mm thick plastering using of

Sulphate Resisting Cement in C. M. 1:3 necessary

100 mm coping with reinforcement in R.C.C.M.

fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers)

over manholes and house connection chambers and

fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl.

excavation). b) Manhole type "B" circular type having

inside diameter of minimum 1500 mm and for depth

from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers)

Manhole type "B" as above but upto 1.5 M depth.

13.00 0.50 Rmt Extra depth beyond 1.5 M but upto 4.0 M depth for type 14,159.95

"B" manhole above.

14.00 11.00 No. Providing and constructing Sewer manholes, scraper 60,844.20

manholes and unit house connection chamber, as per

the type design in brick masonry in C. M. 1:5 and

inside and outside 15 mm thick plastering using of

Sulphate Resisting Cement in C. M. 1:3 necessary

100 mm coping with reinforcement in R.C.C.M.

fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers)

over manholes and house connection chambers and

fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl.

excavation). Manhole type "C" circular type having

inside diameter of minimum 1500 mm and for depth

beyond 4.0 m to 6.0 m (for 150 mm to 1800 mm dia

sewers) Manhole type "C" as above but upto 4.0 M

15.00 6.60 Rmt Extra depth beyond 4.0 M and up to 6.0 M depth for 21,603.90

type "C" Manhole above.

16.00 11.00 No. RCC precast M.H. Frame & Cover 2,294.00

RCC precast M.H. Frame & Cover Manufacture, supply

& Delivery at store or at site of work precast RCC M.200

Frame & cover suitable to drainage M.H. and as per

type design & Drawing including cost of reinforcement

M.S. Angles or Flat, curing mold work etc.

Frame & Cover suitable for 50cm opening of MH

17.00 65.50 Cum Providing bedding incl. ramming, watering, levelling, 378.35

consolidating etc. Complete as per standard and

instruction of engineer incharge.

Quality Sand brought from outside inclduing all lead

18.00 53.60 Cum P.C.C. M-10 levelling CourseProviding and casting 4,567.80

in situ mass cement concrete in grade M-10 (approx.

corresp. to prop. 1:3:6) using granite quartzite trap

metal of size 12 mm to 25 mm incl. consolidation curing

etc. complete. With Form Work

Total Amount without GST

Total Amount without GST

07 ABSTRACT SHEET - GSR -1.0 LAC LITRE

Description Qty Unit Amount

1.00 RCC GSR ( description of item for turnkey tender)

Preparing structural design of RCC Circular Under

Ground / Partially under ground / above high ground

level Reservoir of required capacity as per relevant I.S.s

and constructing the same, including excavation in all

types of soil strata (including rock) including shoring

strutting if required, for loose soil / to protect from

collapse due to near by traffic load, casting 100 mm

thick P.C.C. levelling course in M-15, Refilling the pit

with proper soil and disposing of the surplus stuff within

a lead of 50 meters. Including cement plaster in CM 1:2

with approved water proofing compound to inside water

touching surface to container. Including all types of

labour and material charges of lowering, laying, erecting

/ hosting and jointing of pipe assembly to inlet, outlet

overflow, washout and bye pass arrangement as per

hydraulic design.

Providing and fixing accessories like MS / GI Ladder, CI

Manhole frame and cover, water level indicator,

adequate cowl type ventilators or lantern type ventilator

with stainless steel jail.

R.C.C chambers for valves. Providing and applying

three coats of cement paint / snowcem to the out side

face of structure. It also includes satisfactory water

tightness test as per relevant I.S. code and painting

name of scheme and capacity on the tank as per

direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance

with provisions relevant I.Ss.

(1) I.S. 3370 part I & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest revised

(2) I.S. 456 – 2000 or latest revised.

(3) I.S. 1893 – 2000 – 1984 or latest revised.

(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-

(1) Water depth in container shall be adopted as per

data of tender. If water depth is not specified the

suitable water depth / acceptable to field engineer in

accordance with hydraulic requirement shall be adopted

(2) Shape of container (in plan) specified by in data

shall be adopted in absence circular shape shall be

(3) Size shall be fixed as per availability of space (land

area) at site / acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due

near by structure and proposed sump should be

(5) Care shall be taken that no damage should occur to

nearby existing structure. Compensation shall be paid

for the same by agency.

(6) The minimum concrete grade for RCC shall be M-

(7) HYSD Fe 415 / 500 grade reinforcing bars

confirming to I.S. 1786 / 1139 shall be considered in

design. CRS / TMT bars shall be provided. In saline

atmosphere corrosion resistance stainless steel / HCR

rebar shall be provided. Any other steel can be used

with approval of C.E./ in situation of non availability in

market without extra cost.

(8) Minimum size (or thickness) of various components

shall be provided as per tender criteria / specifications in

absence as per I.S./ Std. practice of G.W.S.S.B.

Minimum dimensions specified for various components

in tender data / specifications shall be provided without

(9) The safe bearing capacity (SBC) shall be referred

from SBC test report. In absence of report it shall be

referred from data sheet. If poor soil is found / water

table is met with during excavation SBC shall be

scientifically ascertained and design shall be revise. No

extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used if type is

not specified in tender.

(11) The rate shall include cost of dewatering during

excavation making all arrangement when water table

meets within depth.

(12) The structure shall be designed properly to resist

uplift due to ground water table specified in data or

actual ground water table meets with during excavation.

If GWT / Uplift is mentioned in tender and during

excavation it dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided when sump is

more than 2 meter above ground level.

(14) Appearance of structure should be aesthetically

good looking acceptable to authority.

(15) Any change in size, shape, depth below GL, height

above GL, water depth, F.B., size of member etc can be

permitted in exceptional case due to site condition or

hydraulic design requirement by C.E. No extra shall be

paid for change.

(16) Any change in data, dimensions, shape, water

depth, reduction in size if permitted by competent

authority and if it reduces quantity then payment shall

be reduced prorate.

(17) When capacity of GSR / Sump is > 20 lakh litres

two or suitable compartments acceptable to executive

engineer shall be designed and provided.

(18) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and he /

she shall visit the site for guidance of work.

(19) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is

performed as per tender condition. Till the work shall be

treated as incomplete.

Above conditions / general specifications Sr. No. 1 to

are part and parcel of tender (contact) and prevail over

other provisions in tender.

As above with Water Table

Capacity of GSR/Sump

Cost of 1.0 Lacs litre capacity 1.0 4,88,859.29 No.

2.00 Providing and supplying Double Flanged D. I. K-9 10.0 2,120.00 Rmt

grade pipes for following nominal bore diameter with

internal cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 8329 /

2000) 100 mm dia

3.00 Providing and making Flanged joints to Flanged DI 7.0 477.00 Rmt

pipe of all classes special etc. including cost of all

jointing materials rubber packing, nut bolts,

including lowering,laying and jointing labour

hydraulic testing etc. complete

4.00 Manufacture, Supply & Delivery of Ductile Iron 23.0 155.00 Kg

Flange socket spigot bends, tees, reducers or any

other specials as per BS- EN-545/1995 Class-A

series K12 suitable for use with D.I. Pipes

manufactured as per IS:8329/1994 delivery of specials

is to be made to GWSSB store or site of works any

where in Gujarat including all taxes, loading, unloading,

carting, stacking, insurance, inspection charges, octroi

Flanged ended 80 to 300mm dia

5.00 Providing and supplying ISI mark CI D/F Sluice 2.0 5,000.00 No.

Valves as per IS:14846 (Latest Edition) of following

class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.PN-1.6

With gear operated (Alt-1 type long body)100 mm

6.00 Lowering, laying and jointing in position following 2.0 580.58 No.

C. I. / D/F Sluice valves including cost of all labour,

jointing material,including nut bolts and giving

satisfactory hydraulic testing, etc. complete.

08 ABSTRACT SHEET - CHILDREN PLAY AREA

Sr. Description Quantity Unit Rate Amount

1.00 Providing, Supplying and fixing Fitworld Map for 1.00 No. 333500.00

Children Play Area as per instruction of Architect and

2.00 Providing, Supplying and fixing Wenger Map for 1.00 No. 24150.00

Children Play Area as per instruction of Architect and

3.00 Providing, Supplying and fixing Swiggy Spring Rider 4.00 No. 12075.00

for Children Play Area as per instruction of Architect

4.00 Providing, Supplying and fixing Roto Double Wave 2.00 No. 52900.00

Slide 5ft with Trapezium Platform for Children Play

Area as per instruction of Architect and Drawing.

5.00 Providing, Supplying and fixing Double Swing for 1.00 No. 25300.00

Children Play Area as per instruction of Architect and

6.00 Providing, Supplying and fixing Toddler Swing for 1.00 No. 23000.00

Children Play Area as per instruction of Architect and

7.00 Providing, Supplying and fixing Multi Seater See 2.00 No. 18975.00

Saw for Children Play Area as per instruction of

Architect and Drawing.

8.00 Providing, Supplying and fixing Puppy See Saw for 1.00 No. 20700.00

Children Play Area as per instruction of Architect and

9.00 Providing, Supplying and fixing Sit Go Round for 1.00 No. 33350.00

Children Play Area as per instruction of Architect and

10.00 Providing, Supplying and fixing Slide 7' for Children 1.00 No. 253000.00

Play Area as per instruction of Architect and Drawing.

11.00 Providing, Supplying and fixing IncluJoy Map for 1.00 No. 170200.00

Children Play Area as per instruction of Architect and

09 ABSTRACT SHEET - PLUMBING SANITATION & GARDEN IRRIGATION WORKS

Item Description of Work Total Unit Rate

No Quantity AMOUNT

1.00 A:- TOILET WORKS:- 10.00 No. 1,885.74

PLUMBING/SANITARY/WATER SUPPLY AND

DRAINAGE WORK :-Providing and fixing wsh

down water closet European type, W.C. Pan)

with integral P or S trap including jointing the

trap with soil pipe in Cement Mortar 1:1 (1-

Cement : 1-fine sand) (Seal and cover to be

measured and paid for separately)(A) vitreous

China Pattern :(i) in white colour with Health

Faucet M739 Item code ( Cera/

Jauar/Hindware/Parryware or Eq. Make)

2.00 Providing and fixing 12.5 Litres low level 10.00 No. 2,344.42

flushing cistern with a pair, of C.I. or Mild

brackets, complete with fittings such as lead

valve less syphon, 15mm nom.nal size brass ball

valve with polythene float, C.P brass handle

unions and couplings for connections, with

inlet, outlet and

overflow pipes, 40mm dia. porcelain enamelled

flush bend including cutting holes in walls and

making good the same connecting the flush

bend with cistern and closet (overflow pipe to

be measured and paid for separately)(A)

Vitreous China (I) In white colour

3.00 Providing and fixing washbasin with single hole 05.00 No. 1,414.18

for pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making good

the same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v

400mm size. (i) In white colour.

4.00 Providing and fixing Urinal or approved quality 04.00 No. 1,036.27

including conecting the Urinal with waste pipe

tap etc. complete.(A) White earthenware flat

back or corner type size 430mm x 260mm x

5.00 Providing and fixing Bevelled edge mirror 05.00 Smt 233.67

600mm x 450mm with all relvant accessories

6.00 Providing and fixing screw down bib taps of 15.00 No. 214.81

following size.(A) Brass screw down bib tap

polished bright. (ii) 20mm dia.

7.00 Providing and fixing C.P brass waste for wash 05.00 No. 89.83

basin or sink (B) 40mm

8.00 Providing and fixing pillar tap, capstanhead, 05.00 No. 354.69

screw down high pressure with screws,shanks

and back nuts.(i) 20mm dia.

9.00 Providing and fixing chromium plated, bottle 05.00 No. 295.80

trap with necessary couplings of approved

quality for wash basin.

10.00 Providing and fixing C.P. Angle stop cock 15 mm 25.00 No. 407.42

Heavy duty with cap

11.00 Providing laying and jointing in true line and 27.00 Rmt 119.15

level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings as approved by Engineer

In Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or

shall be concealed as directed including

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.

12.00 Providing and fixing concealed center point to 05.00 Rmt 653.77

wall ceiling & 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.50 mm

dia. ( Astral/ Ashirvad/ Supreme/Finolex or Eq.

13.00 Providing and fixing concealed center point to 10.00 Rmt 442.04

wall ceiling & floor CPVC (SDR 13.5) PIPE having

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.40 mm dia.(

Astral/ Ashirvad/ Supreme/Finolex or Eq. Make)

14.00 Providing and fixing concealed center point to 16.00 Rmt 333.66

wall ceiling & floor CPVC (SDR 13.5) PIPE having

NationalSanitation 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.32 mm

dia.( Astral/ Ashirvad/ Supreme/Finolex or Eq.

15.00 Providing and fixing concealed center point to 10.00 Rmt 249.72

wall ceiling & floor CPVC (SDR 13.5) PIPE having

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 25 mm.

Dia.( Astral/ Ashirvad/ Supreme/Finolex or Eq.

16.00 Providing and fixing concealed center point to 10.00 Rmt 205.00

wall ceiling & floor CPVC (SDR 13.5) PIPE having

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 20 mm. Dia.

17.00 Providing and fixing concealed center point to 12.00 Rmt 166.86

wall ceiling & floor CPVC (SDR 13.5) PIPE having

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 15 mm. Dia.

18.00 Providing, laying and jointing in true line and 05.00 Rmt 831.22

level 160 diametre U.P.V.C (Type 'B')

conforming to IS 13592- 1992 with one end

plain and other end socketed with rubber ring,

& fittings conforming to ISI 14735- 1999 of

approved make for drainage system pipe line,

pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 160 mm

diametre x 210 mm length x 196 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed

with adhesive solvent cement including cost of

all materials.( Astral/ Ashirvad/

Supreme/Finolex or Eq. Make)

19.00 Providing, laying and jointing in true line and 20.00 Rmt 835.15

level 110 diametre U.P.V.C (Type 'B')

conforming to IS 13592- 1992 with one end

plain and other end socketed with rubber ring,

& fittings conforming to ISI 14735-1999 of

approved make for drainage systempipe line,

pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed

on wall using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh

at every 2000 mm center to center or shall

be concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and

jointed with adhesive solvent cement including

cost of all materials.( Astral/ Ashirvad/

Supreme/Finolex or Eq. Make)

20.00 Providing and fixing PVC SWR Nahni trap(P- 15.00 Each 571.08

TRAP 110MM) IS 14735 for drain - 100 mm

diameter with jali of the following nominal

diameter of self cleansing design with S.S.

scread down or hinged grating including the

cost of cutting and making good the walls. (

Astral/ Supreme/ Ashirvad/ Finolex or Eq.

Make) ( Grating:- Chilly, Camry, Floora or Eq.

21.00 Providing and fixing gun metal check or non- 01.00 No. 663.43

reurn full way wheel valve 40 mm dia. ( Zoloto,

Audco, R.B. Leader or Eq. Make)

22.00 Providing and fixing S.W. Gully trap with C.I. 02.00 No. 1,292.19

grating brick masonry chamber & water tight

C.I. cover with frame of 300 mm x 300 mm.size

(inside) with standard weight. [I] Square

mouth trap (A) 100 mm. x 100 mm. size P-type.

( Astral/ Ashirvad/ Supreme/Finolex or Eq.

23.00 Providing erecting and fixing double coated ISI 5000.00 Lits. 3.95

water tank of required capacity each with all

necessary fittings and connection etc. complete

24.00 Providing and fixing ball cock of approved 01.00 No. 132.89

quality as directed.(A)Coppermetal.(I)25 mm

25.00 Providing and fixing ball cock of approved 03.00 No. 189.84

quality as directed.(A) Copper metal. (II) 50 mm

26.00 Providing and fixing G.I rain water spout of 50 03.00 No. 101.91

mm diameter and 30 cm length.

27.00 Providing and fixing rubber plug for sink or 05.00 No. 17.15

28.00 Providing and fixng chromium plated brass half 04.00 No. 263.77

turn flush cock of approved quality including

fixing in pipe line etc.cmplete. (II) 25 mm

TOTAL FOR A : TOILET PLUMBING SANITARY/ - -

WATER SUPPLY & DRAINAGE WORKS

29.00 B- SEWER & EXTERNAL DRAIN SYSTEM:- 20.00 Cmt. 117.08

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

30.00 Excavation for foundation from 1.5mt. To 15.00 Cmt. 129.81

3.0mt. Depth including sorting out and stacking

of useful materials and disposing of the

excavated stuff up to 50meter lead. (A) Loose

31.00 Providing laying (to level or slopes) and jointing 35.00 Rmt 665.48

reinforced concrete Light duty non-pressure

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared

for collar joints including testing of joints

complete.(D) 300mm

32.00 Providing laying (to level or slopes) and jointing 02.00 Rmt 248.67

reinforced concrete Light duty non-pressure

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared

for collar joints including testing of joints

complete.(B) 150mm

33.00 Constructing brick masonry chamber for 01.00 Each 2,932.93

underground C.I. inspection chamber and

bends with bricks having crushing strength not

less than 35 kg./Sqcm. In C.M. 1:5 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

kg.) R.C.C. top slab with 1:2:4 mix (1 cement:

2 coarse sand : graded stone aggregate

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

mm & 450 mm deep

34.00 Constructing manhole with RCC top slab in 02.00 Each 23,441.74

1:2:4 mix (1 cement:2 coarse and :4 graded

stone aggregate 20 mm nominal size )

foundation concrete 1:3:6 mix (1 cement :3

coarse sand : 6 brick bats 40 + 50 mm size)

inside plastering 15mm th.with cement mortar

1:5 (1 cement :5 coarse sand ) finished

with a floating coast of neat cement and

making channel in cement concrete 1:2:4 mix

(1 cement: 2 Coarse sand :4stone aggregate

20mm nominal size) inside size 900 mm

x1200 mm & incl C.I cover with frame size

560 mm diameter total weight of cover an d

frame to be not less than 128 Kgs (Weight of

cover 64 Kg & weight of frame 64 Kg) (A) with

230 mm thick walls of brick masonry using

bricks having crushing strength not less than

Kg / Sqcm in cement mortar 1:5 (1 cement :

coarse sand) 1) depth up to 0.90 for required

dia sewer (2)B-type depth 1.50 meter

for150mm diameter sewer.

35.00 Providing and fixing iron steps of size 500 mm x 05.00 Each 163.85

150 mm x 22.5 mm and painting with two coats

of anticorrosive paint etc. complete. ( Astral/

Supreme/ Ashirvad/ Finolex or Eq. Make)

36.00 Providing and fixing C.I Manhole cover 0.60 mt 04.00 Each 958.17

x 0.45 mt size having weight not less than

Kg. ( NECO, Bharat, Kalpesh, Or Eq. Make)

37.00 Filling available excavated earth (excluding 17.00 Cmt. 130.39

rock)in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

38.00 Filling in plinth with sand under floors including 18.00 Cmt 460.19

watering ramming, consolidating and dressing

TOTAL FOR B : EXTERNAL SEWER DRAINAGE - -

39.00 C- RAIN WATER COLLECTION & DRAIN 800.00 Cmt. 117.08

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

40.00 Providing and laying (Tolevel or slopes) and 100.00 Rmt 248.67

jointing reinforced concrte light duty Non-

pressure pipes I.S Class NP 2 of the following

internal diameter with collars and butt end

sprepared for collar joints including testing of

joints complete. (B) 150 mm diameter.

41.00 Providing and laying (Tolevel or slopes) and 200.00 Rmt 348.04

jointing reinforced concrte loghtduty Non-

pressure pipes I.S Class NP 2 of the following

internal diameter with collars and butt end

sprepared for collar joints including testing of

joints complete. (C) 250 mm diameter

42.00 Providing and laying (Tolevel or slopes) and 400.00 Rmt 665.48

jointing reinforced concrte loghtduty Non-

pressure pipes I.S Class NP 2 of the following

internal diameter with collars and butt end

sprepared for collar joints including testing of

joints complete. (D)300 mm diameter

43.00 Providing and laying (Tolevel or slopes) and 50.00 Rmt 1,060.59

jointing reinforced concrte loghtduty Non-

pressure pipes I.S Class NP 2 of the following

internal diameter with collars and butt end

sprepared for collar joints including testing of

joints complete. (E)450 mm diameter

44.00 Constructing brick masonry chamber for 20.00 Each 2,932.93

underground 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

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

kg.) R.C.C. top slab with 1:2:4 mix (1 cement:

2 coarse sand : graded stone aggregate

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

mm and 450 mm deep

45.00 Constructing manhole with RCC top slab in 14.00 Each 19,330.46

1:2:4 mix (1 cement:2 coarse and :4 graded

stone aggregate 20 mm nominal size )

foundation concrete 1:3:6 mix (1 cement :3

coarse sand : 6 brick bats 40 + 50 mm size)

inside plastering 15mm th.with cement mortar

1:5 (1 cement :5 coarse sand ) finished

with a floating coast of neat cement and

making channel in cement concrete 1:2:4 mix

(1 cement: 2 Coarse sand :4stone aggregate

20mm nominal size) inside size 900 mm

x1200 mm & incl Perforated C.I cover with

frame size 560 mm diameter total weight of

cover an d frame to be not less than 128 Kgs

(Weight of cover 64 Kg & weight of frame

Kg) (A) with 230 mm thick walls of brick

masonry using bricks having crushing strength

not less than 35 Kg / Sqcm in cement mortar

1:5 (1 cement : 5 coarse sand)

1) depth up to 0.90 for required dia sewer

(2)B-type depth 1.50 meter for150mm

diameter sewer.

46.00 Providing and fixing iron steps of size 500 mm x 100.00 Each 163.85

150 mm x 22.5 mm and painting with two coats

of anticorrosive paint etc. complete. ( Astral/

Supreme/ Ashirvad/ Finolex or Eq. Make)

47.00 Providing and fixing perforated FRC / SFRC 45.00 Each 4,545.00

rectangular manhole cover with frame of clear

opening 600 mm × 450 mm, total weight not

less than 35 kg, capable of withstanding the

specified design load, complete with lifting

hooks, anti-skid surface, dovetail seating, and

joint sealant, including cost of frame, cement,

steel / fiber reinforcement, moulds, curing,

labour, and finishing, in strict conformity with IS

/ BS / MoRTH / relevant standards, from

approved make (e.g. A.K. Cement Artical,

Vikrant FRP / SFRC, Akberali Precast, or

48.00 Filling in trenches, plinth, sides of foundations 600.00 Cmt. 130.39

or area as directed with selected available

excavated earth in layers not exceeding 20 cm

in depth consolidating each deposited layers

including watering, ramming

and dressing to the required grades and levels.

49.00 Sand filling with sand as approved by Architect 800.00 Cmt 460.19

in plinth / under floor / elsewhere including

watering, ramming, consolidating and dressing

to the required grades and levels as directed by

TOTAL FOR C : EXTERNAL RAIN WATER - -

COLLECTION & DRAINAGE WORKS

D:- PERCOLATION WELL - -

50.00 Drilling pilot bore hole of size 250 / 300 mm at 170.00 Rmt. 806.08

above village site in all starata by mud flush

direct rotary rig

51.00 Reaming of 250 / 300 mm dia pilot bore hole to 170.00 Rmt. 498.28

size 550 mm dia. including assembling, jointing,

lowering of housing casing screen pipes & other

assembly items with gravel packing and clay

balls packing etc

52.00 Lowering of 100 mm dia drop line and 32 mm 170.00 Rmt. 170.74

dia Air line in the Drop line to develop each

water bearing zone came across upto the depth

of tube well ( size 250 mm dia depth up to

mt) for development of tubewell by Air

53.00 Development of bore by air compressor of 900 01.00 Job 31,743.80

cfm / 200 psi capacity for minimum 06 hours or

up to the availability of sand free discharge

54.00 Manufacture, supply and delivery of 250 mm 100.00 Rmt. 3,605.70

dia (Min. 7.10 mm thickness) ISI marked ERW

M.S. Pipes confirming to IS:4270/2001 with

latest amendment. Rates are exclusive of GST.

55.00 Manufacture, supply and delivery of 250 mm 70.00 Rmt. 3,605.70

dia (Min. 7.10 mm thickness) ISI marked ERW

M.S. Slotted Pipes confirming to IS:4270/2001

with latest amendment. Rates are exclusive of

GST. (Slot Size 1/8")

56.00 Clamp made from M.S. plate with 3 holes on 01.00 per 2,037.91

either side with nuts & bolts of Std. Make and pair

suitable size. 900 mm X 100 mm X 16 mm flat

suitable for 250 mm dia.Pipe.

57.00 Supply of Bore plug having 100 mm height 01.00 No 1,161.62

made from M.S. Plate with 3 holes at equal

distance on circumference for nut-bolts

type,locking arrangement with nut-bolts & lock

nuts of std. Make complete from 5 thick M.S.

Plate(For Tap also) suitable for 250 mm dia pipe

58.00 Supply of M.S. Bail plug having length 0.45 mtr 01.00 No 1,065.02

from medium class pipe as per I.S.S. Suitable for

250 mm dia pipe

59.00 Supply of Steel bent plates suitable to ERW pipe 112.00 No 91.71

250 mm dia. 200 x 150 x 6 size (size in mm).

60.00 Supply of gravels of selected size 4 mm to 6 15.50 Cmt 2,049.29

61.00 Supply of clay balls having size of 25 mm to 50 17.00 Cmt 758.51

62.00 550 mm dia Stainless steel Recharge pit Screen 03.00 Rmt. 14,183.43

pipe with 0.75 mm slot size

63.00 Excavation work: Excavation in ordinary soil / 38.40 Cum 117.08

sand soft morrum from 0.00 to 1.5 meters

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff up to 50 meters lead.

64.00 Excavation work: Excavation in ordinary soil / 19.20 Cum 129.81

sand soft morrum from 1.50 to 3.00 meters

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff up to 50 meters lead.

65.00 RCC work: Providing and laying brick bat 00.90 Cum 2,986.00

cement concrete (1:3:6) (1 cement : 3 coarse

sand : 6 bricks bats) curing complete excluding

cost of form work in Foundation and plinth.

66.00 RCC work: Providing and casting in situ ordinary 02.11 Cum 4,391.23

cement concrete M-150 mix for well steining

including, necessary shuttring,laying vibrating

and curing complete. (with form work )

67.00 RCC work: Providing and casting in situ C. C. in 06.01 Cum 5,328.20

grade M - 20 (Proportions as per mix design or

table no - 9 of IS 456 2000 in masses by weight

batching) using granite, quartzite, trap metal of

size 6 mm to 20 mm for RCC work including

scaffolding, centering, form work, needle

vibrated consolidation, curing completed as per

drawing (excluding cost of reinforcement and

neat finishing) with centering and shuttering

etc. complete for structure other than water

retaining. (Bottom slab) ( Footing for Column or

foundation (with form work )

68.00 RCC work: Providing TMT Bar FE 500D 1217.38 kg 76.21

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

69.00 Fabriction work: i)Steel work, riveted in built up 199.34 Kg 58.19

sections framed work including cutting,

hoisting, fixing in position and applying a

priming coat of read lead paint. (A) In beams

and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like. MS

angle section (40 x 40 x 6 mm angle section and

35 X 6 mm plain patti) including cutting,

welding, flux removing etc. for door locking, top

support bridge & ladder arrangement including

labour charge for fencing.

70.00 ii) Wire Gauge Jali of 0.71 mm Providing and 15.12 Sq 176.33

erecting cream rolled G. I. jali welding it with Mtr

angle & patti for better support as per drawing

with locking arrengement & door.

71.00 Painting two coats (including priming coat) on 15.12 Smt 99.99

new steel and other metal surface with

synthetic enamel paint, brushing to give an

even shade including cleaning the surface of all

dirt, dust and other foreign matter.

72.00 Labour charges - Plumber (Fitter) work of 08.00 Each 1,279.67

cutting of 200 mm ERW blank pipe and

lowering of 200 mm dia & 400 mm dia V wire

strainer pipe & 200 mm blank pipe including

prepairing 2' x 2' x 1' CC footage arround bore

& supplying and filling of 1.00 mm coarse sand

bed between two V wire screen pipe etc.

73.00 Finishing wall with water proofing cement paint 34.85 Sq 57.44

of on wall surface (two coats) to give required Mtr

even shade after thoroughly brushing the

surface to remove all dirts and remains of loose

powdered materials.

74.00 Providing and fitting of strainer pipe cap with 01.00 Job 1,515.00

air vent pipe & water level measurement

arrangement at the top of the bore.

75.00 Pre monsoon maintenance work by dismantling 05.00 Job 9,999.00

old foot hold foundation of filter screen pipes

and changing filter media 1 mm coarse sand by

lifting and lowering of 200 mm dia & 400 mm

dia strainer pipe with construction of new CC

foot hold foundation having size 2' x 2' x 1' CC

around bore pipe complete along with

necessary cleaning, repairing & repainting of

76.00 Providing & Supplying the filter sand/Gravel of 10.98 Cu 1,277.00

specified effective size (0.45 to 0.70 mm) and Mt

uniformity coefficient( not more than 1.7, nor

less than 1.3) and laying over gravel support

conforming to IS : 8491 (i) – 77 in filter bed of

required depth as per design and drawing.

inclusive of all lead.

77.00 Providing & supplying gravels of different size 10.98 Cu 1,277.00

as per design and drawing and laying in layers Mt

in filter beds Inclusive of all lead.

78.00 Providing and supplying ISi Standard R.C.C. 40.00 755.00

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including a ll taxes. insurance, transportation.

freight charges, octroi, inspection charges,

loading , unloading, conveyance to

departmental stores, stocking etc. 300mm Dia

Class NP3 Test Pressure 0.7 Kg/sq.cm

79.00 Brick Masonary Chamber 0.9X0.9X0.9 size 04.00 7,738.00

80.00 Providing and Placing in position suitable PVC 250.00 Rmt 308.03

water stops conforming to IS:12200 for

construction/ expansion joints between two

RCC members and fixed to the reinforcement

with binding wire before pouring concrete etc.

complete : Serrated with central bulb (225 mm

wide, 8-11 mm thick)

TOTAL FOR D : RAIN WATER PERCOLATION - -

81.00 E:- EXTERNAL WATER SUPPLY SYSTEM :- 750.00 Cmt. 117.08

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

82.00 Providing and fixing concealed center point to 300.00 Rmt 205.00

wall ceiling & 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 20 mm.

83.00 Providing and fixing Gun metal wheel valve 20.00 No. 171.70

84.00 Providing and fixing ball cock of approved 07.00 No. 189.84

quality as directed.(A) Copper metal. (II) 50 mm

85.00 CENTRIFUGAL PUMPS ,Suppying, installing, 01.00 SET 1,56,550.00

testing and commissioing of centrifugal

monoset submersible 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, dry ru protection, auto

level sensor float switch

operation,earthing,delivery & header pipes &

valves etc., complete.. (UG tank to OHT feede

and Softener Inlet Set ) ( Make Grundfos / ITT

Lowara or Eq.)Capacity : 10.0 mtr3/hr. x 45mtr.

head 1 working 1 stand by set.

86.00 WATER COOLER AND R.O PLANT ; Supply, 02.00 SET 1,86,850.00

installation, testing & commissioning of S.S.

storage type water cooler with inbuilt R.O.

plant 50LTR/HR. CAP.of primary & seconadary

tratent with on line U.V. fultration along with

built in booster pumps all intercnnectio piping,

supports and valve and other electrical

requirment ,along with inbuilt storage tank with

nessesarry accessories, safety valve, air valve,

drain arrangement, all insturumentation, base

frame, necessary electrification, etc. complete

for Drinking Water supply. ( Voltas, Blu star,

Power H2o Make) Capacity : 180 storage

capacity. Complete as directed by EIC/Architect

87.00 APPROVAL WATER SUPPLY SERVICES 03.00 No. 32,825.00

CONNECTION FROM LOCAL AUTHORITY Getting

of Water supply connection of nearest water

point from Approval from local drainage &

water authority with all other charges and

documentations for getting No Objection

TOTAL FOR E : EXTERNAL WATER SUPPLY - -

SYSTEM WORKS :-

88.00 PUMPS, PLANT & MACHINERY/HYDRO 01.00 Set 4,79,750.00

PNEUMATIC 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 : 50 mtr, Precharged Tank :

TOTAL FOR F :- GARDEN IRRIGATION - -

SPRINKLER WATER SUPPLY SYSTEM WORKS :-

89.00 G:- FOUNTAIN SYSTEM:-3 NOZZELS SYSTEM :- 03.00 Set 2,57,550.00

'Supplu , Installation , Providing, fixing, jointing

and testing of Water Fountain of 3 Nozzels

System, Including Following all Electical,

Mechanical and civil work etc

complete.Foaming nozzles ‐brass‐ 25 mm -

3nos, Ball joint for right angle- 3 nos, Control

Valve ( Gate)-6nos, Pump 2 HP 65x 50 mm-

1nos, control Panel-1nos, Cable 2.5 Sq mm ‐

motor-20mtr, Cable 1.5 Sq mm‐ light-20mtr,

conduiting-40mtr, upVc piping ‐ 2 inch sch 40-

12mtr, under water lights + driver + colour

changer-5nos, clamping supports- 5nos, pump

suction filter SS304- 1nos, Pumbing Fitting

Elbow ,Tee, coupler, solution etc- 1set,

Including all Pumbing Labour charges,Electrical

labour charge,installation supervision fountain

setting charges,Transportation etc. comp.

90.00 H:-TALAV DEWATRING PUMP SYSTEM :- 01.00 Set 2,77,750.00

Supply, installation, testing & commissioning of

Submersible type rain water drain sump pump

having CI casing & SS impleller. The scope shall

also include necessary PVC piping with delivery

isolation valve & NRV with starter panel,auto

on off sensor operation, dry run protection, etc.

complete. (for Basement Toilet Drain Pumps )

( Groundfos, ITT Lowara, Willo, Kirloskar,Lubi

Make) (LAKE WATER DRAIN PUMPING)

Capacity : 70 mtr3/hr. Head : 15 to 18 mtr. (

Solid Handling up to 50 to 80mm

TOTAL AMOUNT ( A+B+C+D+E+F+G)

TOTAL AMOUNT ( A+B+C+D+E+F+G)

10 ABSTRACT SHEET - ELECTRICAL WORK

Description of Work Unit Rate Amount

Approved make Four pole moulded case circuit

breaker having breaking capacity ICU of 35 KA.

at 415 V. having normal current rating up to

250A. with Fixed thermal & magnetic release

suitable to work on A.C.supply 50 c/s. with all 20,946.39

internal connections & complete erected in

existing 16 G.M.S. housing. ICS=100% of ICU

only with Sheet metal Enclosure

Providing and erecting Approved make Earth

fault Relay suitable to mount with inter

connection suitable to following size of

moulded case circuit breaker having CT ratio &

MCCB rating as following along with shunt trip 5,415.62

220V AC. with all internal connections &

complete erected in existing M.S.housing..

Providing and erecting Approved make 125KVA

servo Stabilizer with Extended Bus-bar for

Cable connection, 160A MCCB with By-pass

Switch, In-Built Isolation Transformer, Indoor

Duty, Oil Colled with O/L, U/V, O/L - S/c , Single

Phasing, Phase reversal Protection. Over

temperature Protection. Responce Time less 3,48,298.50

than 10 Mili Second, Operatin Temp - Up to

50Deg. C from ambient. Input Voltage Range -

280-520V 3-Phase (L-L) 47-53 Hz Output

Voltage Ranhe - 415 V AC +/- 1% ( L-L) Efficient

MAIN LT PANEL with Separate Meter

Compartment of 1500x1500 with vision panel

4 and lock arrangement - as per attached SLD & No

Specification and SOR based Panel - Panel

inspection require for testing & approval

External Lighting Panel -1 (Out door Duty IP-55

Double Door) as per attached SLD &

5 Specification and SOR based Panel RA - Panel No

inspection require for testing & approval

External Lighting Panel -2 (Out door Duty IP-55

Double Door) as per attached SLD &

6 Specification and SOR based Panel RA - Panel No

inspection require for testing & approval

External Lighting Panel -3 (Out door Duty IP-55

Double Door) as per attached SLD &

7 Specification and SOR based Panel RA - Panel No

inspection require for testing & approval

Power Plug Set having a Out door Duty IP-55

Double Door Fabrication Box as per

8 specification - Out door Duty 1 Nos 32A FP MCB No

with 3-Phase 5Pin industrial Socket 3 Nos

6/16A Power Plug with Switch

Supplying & erecting 16 Amp 10 KA ‘C Curve’

single pole MCB with 16 Amp. Plug socket,

9 company fabricated powder coated sheet steel No

enclosure erected as directed with connection.

[A] Metal Clad Socket with metal clad top Cat-3

Supplying & erecting 20 Amp 10 KA ‘C Curve’

single pole MCB with 20 Amp. Plug socket,

company fabricated powder coated sheet steel

enclosure erected as directed with connection. 660.54

[B] 15 Amp. / 5 Amp. Five pin Universal Socket

Providing and erecting Sheet Steel powder

coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth

bar and DIN rail, confirming to IS 13032 and BS

5486-1986 without MCB to house appropriate

nos. of MCBs.(The DBs should be used of same 3,412.79

company of MCB to be used) - (B) three phase

incoming and single phase horizontal type

outgoing Per phase isolation type (PPI) (iii)

Miniature circuit breaker single pole 6A to 32A

suitable to operate on 240 V A.C. system and

12 having breaking capacity 10 KA to be erected in No

existing box. confirming to IS 8828/1996 with

ISI Mark - SP MCB

Providing & erecting 240 V MCB double pole

switch for motor & inductive load (C Curve)

13 having 10 KA breaking capacity & confirms to IS No

: 8828 in existing box having following capacity

6 to 32 Amp. - DP MCB

Providing & erecting 240 V MCB double pole

switch for motor & inductive load (C Curve)

14 having 10 KA breaking capacity & confirms to IS No

: 8828 in existing box having following capacity

40Amp. - DP MCB

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

15 breaking capacity & confirms to IS :8828 in No

existing box having following capacity 6 to

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

16 breaking capacity & confirms to IS :8828 in No

existing box having following capacity 40 Amp.

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

17 breaking capacity & confirms to IS :8828 in No

existing box having following capacity 63 Amp.

Approved make ELCBs / RCCBs conforming to

IS: 12640 and 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 2,569.44

with all advance feature & do not incorporate

any electronic component. for following Max.

rating erected as directed 25 Amps.DP

Approved make ELCBs / RCCBs conforming to

IS: 12640 and 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 2,569.44

with all advance feature & do not incorporate

any electronic component. for following Max.

rating erected as directed 32 Amps.DP

Approved make ELCBs / RCCBs conforming to

IS: 12640 and 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 2,637.11

with all advance feature & do not incorporate

any electronic component. for following Max.

rating erected as directed 40 Amps.DP

Approved make ELCBs / RCCBs conforming to

IS: 12640 and 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 3,040.10

with all advance feature & do not incorporate

any electronic component. for following Max.

rating erected as directed 63 Amps.DP

Sheets steel powder coated enclosure suitable

for incorporating One/Two nos. MCB. 176.75

Providing and erecting metallic vitrified danger

notice board as per language suggested by

engineer incharge for MEDIUM VOLTAGE 69.69

installation to be erected as per IS-2551.

Providing and erecting metallic vitrified danger

notice board as per language suggested by

24 engineer incharge for HIGH VOLTAGE No

installation to be erected as per IS.-2551.

Supplying & erecting approved make Digital

time switch having 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 3,168.37

permanent ON/OFF switching. Programming

switches & housed in fire proof thermoplastic

enclosure & transparent cover erected as

required with necessary connection erected as

Providing and erecting approved make light

control unit suitable to operate on 230V +20%

having ON/OFF delay time of 30-50 seconds

26 and having facility for Auto/manual system No

having two LDR lens to intensity light having

capacity of 5A complete erected on section

pillar with pipe and stand.

Supplying & erecting power contactor ,AC3

27 duty for time switch complete erected as per No

direction Cat III (D) 4 pole 440V 40 Amp.

Making trench in soft soil of suitable width of

90 cms deep for laying cable or locating the

fault all over the run and backfilling the same 55.55

and making the surface as normal ground.

Covering of cable with second class bricks or

cement tiles laid cover the cable crosswise &

29 also on both sides with covering of 7. 5 Cms. Rmtr

layer of sand above & below cable (16 bricks

Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Copper conductor

for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe at road 271.69

crossing or floor of following size of cables.(a)

4 core 2.5 Sq. mm

Providing and erecting XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

31 conductor for 1.1 KV. to be laid on wall with Rmtr

necessary clamps or in existing trench / pipe of

following size of cables(c) 4 core 10 Sq. mm

Providing and erecting XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

32 conductor for 1.1 KV. to be laid on wall with Rmtr

necessary clamps or in existing trench / pipe of

following size of cables(d) 4 core 16 Sq. mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of 183.82

following size of cables (A) 3 1/2 core 25 Sq.

mm ( 16 Sq. mm 1/2 core)

Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of 378.75

following size of cables (d) 3 1/2 core 70 Sq.

mm ( 35 Sq.1/2 mm core)

Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of 904.96

following size of cables (h) 3 1/2 core 185 Sq.

mm ( 95 Sq. mm 1/2 core)

Providing and, fixing heavy duty flange type

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables. Solderless crimping type Copper lugs

36 conforming to IS suitable for cable of following No

size evenly crimped with high pressure tool &

connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved

manner. (E) 4 core 4 Sq. mm / 4 core 2.5 Sq.

Providing and, fixing heavy duty flange type

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables. Solderless crimping type Aluminium

37 lugs conforming to IS suitable for cable of No

following size evenly crimped with high

pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts

in an approved manner.

(E) 4 core 10 Sq. mm

Providing and, fixing heavy duty flange type

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables.Solderless crimping type Aluminium

38 lugs conforming to IS suitable for cable of NO

following size evenly crimped with high

pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts

in an approved manner. (A) 3 & 1/2 core

Providing and, fixing heavy duty flange type

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

39 Solderless crimping type Aluminium lugs NO

conforming to IS suitable for cable of following

size evenly crimped with high pressure tool &

connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved

manner. (B) 3 & 1/2 core 70 Sq. mm

Providing and, fixing heavy duty flange type

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables. Solderless crimping type Aluminium

40 lugs conforming to IS suitable for cable of NO

following size evenly crimped with high

pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts

in an approved manner. (E) 3 & 1/2 core

Supplying under floor pregalvanised corrosion

proof rectangular sheet steel cable trunking of

1.6 mm thick having with stand point load up to

1.33 Ton & free from seepage of concrete of

screed water with all accessories,Junction

Box,Joints as required and demanded by

41 engineer-incharge and laying/erecting as per Mtr

OEM guidelines and as per instruction of

engineer incharge having following size of

dimensions and No of compartments (W x D x

[5] 250mm x 25mm x 1.6 mm with Three

Point wiring for Light Point / Bell with 2-1.5

sq.mm & 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/ 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 449.45

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

(a) with medium class Rigid PVC pipe and

accessories erected flushed on wall/ceiling

Additional Wire : Providing and erecting Mains

with 1.1 KV grade FRLS PVC insulated ISI

marked 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 82.82

wire of green colour for earth continuity of

following size (A) With medium class Rigid PVC

pipe and accessoriesWire : (C) 3 wire 1.5 sq.

Additional Wire : Providing and erecting Mains

with 1.1 KV grade FRLS PVC insulated ISI

marked 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 102.01

wire of green colour for earth continuity of

following size (A) With medium class Rigid PVC

pipe and accessories

Wire : (D) 3 wire 2.5 sq. mm

Point wiring for secondary light point with 2-

1.5 sq.mm & 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 168.67

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.

(a) with medium class Rigid PVC pipe and

Point wiring for Two Way Controlled Light

Point with 2-1.5 sq.mm & earth wire of

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

46 marked accessories with earth continuity no

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

Point wiring for FAN with 2-1.5 sq.mm &

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 6A Modular type

switch and hum free EME four or more step

type electronic fan regulator with separately

47 mounted and accessories with earth continuity no

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

(a) with medium class Rigid PVC pipe and

Point wiring for Looped Plug with 6A Modular

type switch & 5 pin socket erected on PVC /

Metallic box, single mounting base frame

covered with textured / metallic front plate 257.55

modules erected on / in wall / ceiling with

following type accessories

Do - As - Above but for 6 A x 5 pin 250 Volt

switched socket outlet point at convenient

location. ( Plug & Switch can be together or at 475.71

different location )

Point wiring for Individual Plug with &

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

to be erected concealed in / on surface of wall /

ceiling complete with Modular type switch &

50 pin Plug erected on PVC / Metallic box covered no

with appropriate front plate modules erected

on / in wall / ceiling as per pipe erected with

following type of accessories.

[II] For 6/16A Plug with 2-2.5 sq.mm Cu. Wire

(a) with medium class Rigid PVC pipe and

Point wiring for Individual Plug with &

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

to be erected concealed in / on surface of wall /

ceiling complete with Modular type switch &

51 pin Plug erected on PVC / Metallic box covered no

with appropriate front plate modules erected

on / in wall / ceiling as per pipe erected with

following type of accessories.

[III] For 16A Plug with 2-4 sq.mm Cu. Wire

(a) with medium class Rigid PVC pipe and

Providing and erecting ISI mark Medium class

RIGID PVC PIPES of following size complete to

be erected on/in wall or ceiling erected with

necessary PVC fittings & Junction boxes fixed

with adhesive solution & Clamps with following 33.33

dia of pipes, in approved manner as directed

Supply and laying of 25 mm rigid PVC pipe of

1.6-1.8 mm thickness

Providing and erecting ISI mark Medium class

RIGID PVC PIPES of following size complete to

be erected on/in wall or ceiling erected with

necessary PVC fittings & Junction boxes fixed

with adhesive solution & Clamps with following 54.54

dia of pipes, in approved manner as directed

Supply and laying of 32 mm rigid PVC pipe of

1.6-1.8 mm thickness

Providing and erecting ISI mark Medium class

RIGID PVC PIPES of following size complete to

be erected on/in wall or ceiling erected with

necessary PVC fittings & Junction boxes fixed

with adhesive solution & Clamps with following 67.67

dia of pipes, in approved manner as directed

Supply and laying of 40 mm rigid PVC pipe of

1.6-1.8 mm thickness

Providing & laying approved make Double

walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

55 necessary connecting accessories of same Mtr.

material at required depth in existing trench

for laying of cable. below ground / road

surface for enclosing cable (A)50 mm outer dia

Providing & laying approved make Double

walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

material at required depth in existing trench 73.73

for laying of cable. below ground / road

surface for enclosing cable

(B)63 mm outer dia

Providing & laying approved make Double

walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

material at required depth in existing trench 95.95

for laying of cable. below ground / road

surface for enclosing cable

(C)90 mm outer dia

Supplying & erecting Electronic Type Cordless

Call Bell erected on PVC/Metal board having

58 portable bell push working on D.C. & bell on Ea.

230V A.C. supply with cells / battery

Providing & erecting Switch board for

Computer or electric apparatus consisting of

following modular type accessories mounted

with PVC / Metallic concealed/open box with

single mounting base frame covered with

textured/metallic /white front plate,modules 1,033.23

erected with necessary connections as directed

1 no. 6A/16A universal plug-switch combined.

3 nos. 6A Switch

3 nos. 6A 5 pin Plug

Supplying and erecting Flexible PVC insulated

multistrand multicore 1.1 kv grade ISI marked

60 copper wires of following size to be erected as Mtr.

e) 1.50 Sq.mm 3 core round PVC sheathed

Supplying and erecting Flexible PVC insulated

multistrand multicore 1.1 kv grade ISI marked

61 copper wires of following size to be erected as Mtr.

h) 2.50 Sq.mm 3 core round PVC sheathed

Supplying and erecting Flexible PVC insulated

multistrand multicore 1.1 kv grade ISI marked

62 copper wires of following size to be erected as Mtr.

i) 2.50 Sq.mm 4 core round PVC sheathed

Supply, Installation, Testing and Commissioning

of Providing & erecting Approved make Ceiling

Fan with double ball bearing ISI mark with

condenser A.C.230V 50c/s. 1200 mm. sweep 1,596.81

complete, canopy erected on existing hook or

clamp with earthing

Supplying and erecting 19 / 20 mm. nominal

bore Medium Class M.S. Pipe down rod

64 erected duly painted for fan complete with Mtr.

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

Supplying & erecting single phase approved

make industrial exhaust fan suitable for

medium duty ring mounted low noise

operation suitable for medium duty having 2,740.13

following dia size and maximum speed in RPM

[B] 380 mm dia 900 RPM Cat-2

Supplying & erecting single phase approved

make industrial exhaust fan suitable for

medium duty ring mounted low noise

66 operation suitable for medium duty having Ea

following dia size and maximum speed in RPM

[D] 450 mm dia 900 RPM cat-2

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 120 to 300 V,Power Factor more

than 0.9, THD < 10 %, CCT 3000 K to 6500K - as

per selection, Luminaire efficacy> 85-90

lumens/watt ,LED efficiency-85-90 lumens/watt 373.70

LED driver efficiency > 85 %

CREE / OSRAM / PHILIPS Lumileds / NICHIA /

SEOUL/Bridgelux make LED used for luminaire.

( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED

(A) Tube Light with integral driver - iV. 22-24

Watts, Surge - 2KV,IP-20, 4 feet Cat-lll

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

120 to 300 V,Power Factor more than 0.9, THD

CCT 3000 K to 6500K - as per selection,

68 Luminaire efficacy> 85-90 lumens/watt ,LED Ea

efficiency-85-90 lumens/watt

LED driver efficiency > 85 %

CREE / OSRAM / PHILIPS Lumileds / NICHIA /

SEOUL/Bridgelux make LED used for luminaire.

( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED

(A) Tube Light with integral driver - (i) 5-10

Watts, Surge-2 KV, IP-20, conventional 1 to

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

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 589.84

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.)Circular shaped Surface Mount

Downlight with provision for spring loaded

mounting clips complete.IP20 - (C) 16-20 watts,

Supply,installation, testing and commisioning of

Building Face Light CIRCULAR shape Wall-Floor

Mounted face light IP-66 30W, 2400Lumen,

Body in circular shape 170mm dia and 176mm

70 height made of high pressure die cast Ea

aluminium with powder coating. Screen made

of clear Tempered Glass & Silicon Gasket

between frames ensures the Ingress Protection

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

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- 220.18

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.)

LED Panel Light with provision for Plane front

frame with translucent cover fixed to housing

complete.IP20 (D) LED Strip Light

(ii) Minimum 7.2W -240 LED per meter,(2 wire,

IP-65) with non integral suitable Driver

Supplying and erecting LED Wall Up-Down

Light, NWL-120D, 19-21W, LED, 3000k, IP

65Body in rectangular shape made of Extruded

aluminium and finished with Pure Polyester

powder coating in Grey Colour. Protection

screen in clear tempered glass with high impact

resistance. Precise structure and multi-

protection silicon gasket ensures ingress

protection- IP 65, Height - 260mm, Length -

120mm, Width - 120mm, Weight - 1.5Kg.LED

source is of high efficacy COB. Electronic Driver 10,968.60

which offers Protection against Short Circuit,

Over- Voltage & Over- Current, CRI >

voltage input 240V. Estimated Lifetime-L70 @

50,000hours minimum. LM80 report from LED

Manufacturer should be submitted. BIS

Certificate with manufacturer name same as

brand proposed should be submitted. Sample

Should be submitted for concerned engineer

incharge for approval of light fixture.

Supply,installation, testing and commisioning of

IP-65 7W LED Spike light with die cast

73 aluminum 300 mm long spike, powder coated Ea

housing, reflector, toughened glass cover with

LED lamp and driver.

Supply,installation, testing and commisioning of

(G) Step Light having Aluminium die cast and

ABS Plastic material. 573.68

(i) 5 watts, Direct/Indirect luminaire

Supply,installation, testing and commisioning of

CIRCULAR GROUND BURIED LIGHT IP-67 30W,

1950Lumen, Body in circular shape 260mm dia

and 179mm height made of high pressure die

cast aluminium with powder coating. Top cover 12,887.60

in Stainless steel. Silicon Gasket between

frames ensures the Ingress Protection wtith

seperate housing for wiring connection

Supplying and erecting LED street light / Flood

light fittings with 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> 100 lumens/watt . LED driver 4,819.72

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 65(ii)32-40W Cat-iii

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 9,792.96

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

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

Top/ Bottom OD Dia A/F 89/145 mm ± 2mm

approx. Approx. Weight of Pole 19 kg approx.

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

4.0 Mt Pole Foundation : Supply all required

material like sand, Aggreagate & Steel, J-Bolt

nut-washer etc material of approved quality

and Do civil foundation work all require for the

Pole Foundation. 450 x 450 x 1000mm deep M-

20 / 1:2:4 cement concrete foundation &

78 100mm thick PCC at bottom including Ea.

excavation & Back-Filling Steel cage Approx

KG as per details 4 Nos J-Bolt - 600mm long 10-

12mm thick with Double Bolt-Spring Washer,

2 Nos 32mm dia PVC-DWC Pipe 1000mm long

each with necessary curing and finishing in

approved & Attached Drawings

Supplying and erecting approved make

Octagonal pole 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, suitable suspend local wind

speed with integral Junction box consist of

terminal plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail for

79 MCB Mounting, stud type terminal and Ea.

arrangement for cable termination to be

erected With Suitable foundation (Included) as

per details given by manufacturer considering

site requirement.(G) 8 Mtr. Long 70 mm Top X

155 mm bottom dia, 3 mm thickness with

260mmX260mmX16mm base plate, 4-M20

Bolts and 600mm long with necessary G.I. J

Bolts Approx Pole weight 84 kg

Supplying and erecting approved make 750mm

dia MS Round Circular Ring Bracket made up

of 32mm dia C-class pipe GI Coated or Painting

with Primer and Two coat of piant with

arrangemnt for 6 Nos LED Flood Light Mouting 3,999.60

Bracket Arrangement - connected dia suitable

for 8Mtr Pole fixging with connection

Supplying and erecting LED Flood light fittings

with High power White LEDs wattage of 1Watt

and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminum housing

with smooth finish powder coated and heat

sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company

mark/name engraved or embossed 120 to

V,Power Factor more than 0.95, THD < 10 %,

81 CCT 3000 K to 5700K, Ea -

Uniformity ratio >0.45, Luminaire efficacy> 85-

90 lumens/watt . LED driver efficiency >

%.CREE / OSRAM / PHILIPS Lumileds / NICHIA /

SEOUL/ BridgeLux (U.S.A.) make LED used for

luminaire. ( fittings required LM-79 & LM-80

(B) Flood Light (IP-65), Surge -4KV,Light must

have 440VAC line supply protection. It should

withstand 48 hours for 440VAC line supply

Supplying & erecting approved make SMC

press moulded composite FRP. loop-in, loop-

out approx. 2mm thick box complete with

bakelite connector strip 4way & hinged doors

82 having locking arrangements with mounting Ea.

clamp with nuts, bolts & washers suitable for

erection on pole with cable clamps& earth bolt

of following size of box.: (b) 250mm x 200mm x

Supplying & erecting approved make street

light box comprising CNC Processed robust

housing made from single sheet multi folded

83 with high grade powder coating ( RAL-7032 Ea.

Structure finish as Standard) of IP-55 degree of

Protection Gasket(PU Gasketing) of following

size of Box.(B) 300mm X 200 mm X 150 mm

Supplying & erecting earth pit of minimum bore

dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology

as per IS 3043-1987 made of corrosion free

G.I.Pipes having Outer pipe dia of 50mm

having 80-200 Micron galvanising, Inner pipe

dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm

with constant ohmic value surrounded by

84 highly conductive compound with high charge Ea.

dissipation suitable for following type of

(c) For Electrical Installation covering

Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer

System(like Automation, SCADA) i.e

independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

Supplying & erecting earth pit of minimum bore

dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology

as per IS 3043-1987 made of corrosion free

G.I.Pipes having Outer pipe dia of 50mm

having 80-200 Micron galvanising, Inner pipe

dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm

with constant ohmic value surrounded by 4,591.46

highly conductive compound with high charge

dissipation suitable for following type of

(a) For Electrical Installation up to 440V in

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Providing and erecting required size HOT deep

Galvanised iron strip for earthing of H.T. , OCB/

ACB/ Transformer LT panel board, Motors etc. 794.87

using proper clamp.

Providing and erecting HOT deep Galvanised

87 iron strip wire 8 to 16 SWG. Kg.

SITC of Horn loudspeaker, 15W

High-efficiency driver

Excellent speech reproduction

Versatile mounting bracket

88 Water-and dust protected to IP 65 Ea.

Complies with international installation and

safety regulations

[Approved by Competent Authority i.e. not

Below the rank of Executive Engineer ]

SITC of Horn loudspeaker, 20W High efficiency

driversWide opening angleExcellent speech

reproductionSimple power settingWater- and

dust protected to IP 65Versatile mounting

bracketComplies with international installation 9,841.44

and safety regulations

[Approved by Competent Authority i.e. not

Below the rank of Executive Engineer ]

SITC of Music source, USB/SD/Tuner MP3

playback from SD card and USB inputs

FM tuner with RDS, presets and digital control

Simultaneous operation of SD/USB-player and

Separate outputs for digital source and FM

tuner [Approved by Competent Authority i.e.

not Below the rank of Executive Engineer ]

Power amplifier, 240W

SITC of Music source, USB/SD/Tuner MP3

playback from SD card and USB inputs

FM tuner with RDS, presets and digital control

Simultaneous operation of SD/USB-player and

91 FM tuner Separate outputs for digital source Ea

and FM tuner [Approved by Competent

Authority i.e. not Below the rank of Executive

Power amplifier, 480W

Supplying, Installing & testing approved make

highly sensitive microphone capable to pick up

weak sound from longer distance & wider area