materials to be supplied by contractor -nil- · gf 9086.20 rupees nine thousand eighty-six and...

Schedule showing ( Approximately ) the material to be supplied to the contractor from the Public Work Department stores

for the works and the rates at which the materials are to be supplied

SR.NO Unit

In figure In words

NOTE :- The person or firm submitting the tender should see that the rates in the above schedule are filled up by the Executive Engineer

on the issued of the form prior to submission of the tender.

Contractor will have to make arrangement themselves for securing structural steel under the permit to be obtained by themselves.

Department will however tender necessary help to the contractor.

contractor No of Corrections Sub Divisional Officer Executive Engineer

Public Works Sub Division Public Works Division

Washim Washim

Name of Materials Approximately

quantity to be

Rate at which the materials will be charged to

contractor

Place of Delivery

Materials To be Supplied By Contractor -NIL-

Name of Work : Construction of Deputy Regional Transport Office Building at Washim

SCHEDULE " A "

ITEM OF WORK IN FIGURE IN WORDS

2 3 4 5 6

1 Excavation for foundation in earth, soils of all types, sand, gravel and

soft murum, including removing the excavated material upto a

distance of 50 m. beyond the building area and stacking or spreading as

directed,, preparing the bed for the foundation and necessary back

filling, ramming, watering, including shoring and strutting as necessary

complete.

640.73 One Cubic

metre

GROUND FLOOR 120.00 Rupees one hundred twenty and paise nil

only

One Cubic

metre

76888.00

2 Excavation for foundation in hard murum including removing the

excavated material upto distance of 50 meters beyond the building area

and stacking or spreading as directed, preparing the bed for the

foundation and necessary back filling, ramming, watering including

shoring and strutting etc. complete. A) i. Lift upto 1.5 m.

378.54 One Cubic

metre

M.B.GF 145.00 Rupees one hundred forty-five and paise

nil only

One Cubic

metre

54888.00

3 Excavation for foundation in Hard Murum and boulders including

removing the excavated materials upto a distance of 50 meters, beyond

the building area and stacking or spreading as directed, preparing the

bed for the foundation and necessary back filling, ramming, watering

including shoring and strutting etc. complete.

537.72 One Cubic

metre

M.B.GF 160.00 Rupees one hundred sixty and paise nil

only

One Cubic

metre

86035.00

4 Excavation for foundation in soft rock, and old cement or lime

masonry foundations including removing the excavated materials upto

a distance of 50 meters beyond the building area and stacking as

directed, preparing the bed for the foundation and necessary back

filling, ramming, watering, including shoring and strutting

etc.complete.

ii. Lift apto 1.5 m .

300.51 One Cubic

metre

M.B.GF 375.00 Rupees three hundred seventy-five and

paise nil only

One Cubic

metre

112691.00


SCHEDULE " B "

ESTIMATED QUANTITY WHICH

MAY BE MORE OR LESS

ITEM

NO.

RATES

1

Unit Amount

5 Providing Preconstructional Antitermite treatment by treating the

bottom surface and the sides of excavation at the rate of 3 litres of

emulsion concentrate of one percent concentration of

CHLORPYRIFOC 20% EC, ISI approved conforming (I.S.8944), (i.e

by diluting 5 ltr. of chlorpyrifoc 20% EC, with 95 ltr. of water) and

spraying by high volume sprayer on one square metre surface area with

ten years guarantee bond as per I.S.6313 (Part II 1971)

2232.12 One square

metre

M.B.GF 55.00 Rupees fifty-five and paise nil only One square

metre

122767.00

6 Providing and laying in situ, cement concrete M-15 of trap/

granite/quartzite/gneiss metal for foundation and bedding including

bailing out water, plywood/steel formwork, compacting, finishing

uneven and honeycombed surface, curing etc. complete. The Cement

Mortar 1:3 plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall be covered by

gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be

allowed.)

161.11 One Cubic

metre

M.B.GF 4607.85 Rupees four thousand six hundred seven

and paise eighty-five only

One Cubic

metre

742371.00

7 Providing and laying in situ cement concrete M-25 of required grade

of trap / granite/ quartzite / gneiss metal for R.C.C. work in

foundations like raft, grillages, strip foundations and footings of

R.C.C. columns and steel stanchions including bailing out water,

plywood/steel formwork, compaction, curing and roughening the

surface if special finish is to be provided, finishing uneven and

honeycombed surface with C.M. 1:3 of sufficient minimum thickness

to give smooth and even surface etc. complete. (Excluding

reinforcement and structural steel, including cover block) The Cement




allowed) b) For C.C.M-25 Cu.m

326.83 One Cubic

metre

M.B.GF 5176.20 Rupees five thousand one hundred

seventy-six and paise twenty only

One Cubic

metre

1691739.00

8 Providing and casting in situ cement concrete M-25 / M-20 of required

grade of trap / granite /quartzite/ gneiss metal for R.C.C. columns as

per detailed design and drawings or as directed, including steel

centering, plywood/ steel formwork, compaction, finishing uneven and

honeycombed surface with C.M. 1:3 of sufficient minimum thickness

to give a smooth and even surface or roughening the surface if special

finish is to be provided and curing etc. complete. (Excluding

reinforcement,including cover block) The Cement Mortar 1:3 plaster is

considered for rendering uneven and honeycombed surface only. Newly

laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering will not be allowed) b) For C.C.M-20 Cu.m

27.14 One Cubic

metre

G.F.UPTO PLAINTH M-25 COLUMNS 6761.20 Rupees six thousand seven hundred sixty-

one and paise twenty only

One Cubic

metre

183499.00

88.16 One Cubic

metre

G.F.ABOVE PLAINTH M-20 COLUMNS 6616.20 Rupees six thousand six hundred sixteen

and paise twenty only

One Cubic

metre

583285.00

45.35 One Cubic

metre

F.F M-20 COLUMNS 6810.60 Rupees six thousand eight hundred ten

and paise sixty only

One Cubic

metre

308861.00

9 Providing and casting in situ cement concrete of M-20 required grade

of trap / granite /quartzite /gneiss metal for R.C.C. beams and lintels

as per detailed design and drawings or as directed, plywood/steel

formwork , compaction, finishing uneven and honeycombed surface

with C.M.1:3 of sufficient minimum thickness to give a smooth and

even surface or roughening if special finish is to be provided and curing

etc. complete. (Excluding reinforcement, including cover block). The

Cement Mortar 1:3 plaster is considered for rendering uneven and


gunny bag, plastic, tarpaulin etc. For C.C.M-20

45.12 One Cubic

metre

G.F. Excluding supporting system (steel centering ) 6136.20 Rupees six thousand one hundred thirty-

six and paise twenty only

One Cubic

metre

276866.00

126.02 One Cubic

metre

G.F. Including supporting system (steel centering ) 6621.20 Rupees six thousand six hundred twenty-

one and paise twenty only

One Cubic

metre

834404.00

50.51 One Cubic

metre

FIRST FLOOR Including supporting system (steel centering ) 6815.75 Rupees six thousand eight hundred fifteen

and paise seventy-five only

One Cubic

metre

344264.00


of trap / quartzite / granite/gneiss metal for R.C.C. chajja as per

detailed design and drawings including steel centering, plywood/ steel

formwork, steel props, compaction finishing uneven and honeycombed

surface with C.M. 1:3 of sufficient minimum thickness to give a

smooth and even surface or roughening the surface if special finish is to

be provided and curing etc. complete. (Excluding reinforcement,

including cover block) The Cement Mortar 1:3 plaster is considered for

rendering uneven and honeycombed surface only.Newly laid concrete

shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed)For C.C.M-20

3.20 One Cubic

metre

GF 6666.20 Rupees six thousand six hundred sixty-six


One Cubic

metre

21332.00

3.57 One Cubic

metre

FF 6862.10 Rupees six thousand eight hundred sixty-

two and paise ten only

One Cubic

metre

24498.00

11 Providing and casting in situ cement concrete of M-25 / M-20

required grade of trap / granite /quartzite /gneiss metal for R.C.C slabs

and landings as per detailed design and drawings including steel

centering, plywood /steel formwork, steel props, compaction, finishing

uneven and honeycombed surface with C.M. 1:3 of sufficient minimum

thickness to give a smooth and even surface or roughening the surface

if special finish is to be provided and curing etc. complete. (Excluding

reinforcement, including cover block) The Cement Mortar 1:3 plaster is

considered for rendering uneven and honey combed surface only.

Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin

etc. (Wooden centering will not be allowed)

150.89 One Cubic

metre

GF 6911.20 Rupees six thousand nine hundred eleven


One Cubic

metre

1042832.00

95.84 One Cubic

metre

FF 7114.45 Rupees seven thousand one hundred

fourteen and paise forty-five only

One Cubic

metre

681849.00

13.55 One Cubic

metre

FF 7036.20 Rupees seven thousand thirty-six and

paise twenty only

One Cubic

metre

95341.00

12 Providing and casting in situ cement concrete of M-25 / M-20

required grade of trap / granite / gneiss / quartzite metal for R.C.C.

pardi 75 mm thick including steel centering, plywood /steel formwork,

compaction, finishing uneven and honeycombed surface with C.M. 1:3

of sufficient minimum thickness to give a smooth and even surface or

roughening them if special finish is to be provided and curing

etc.complete.(Excluding reinforcement, including cover block) The


honeycombed surface only.( Newly laid concrete shall be covered by

gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be

allowed)

42.33 One Cubic

metre

GF 9236.20 Rupees nine thousand two hundred thirty-


One Cubic

metre

390969.00

88.07 One Cubic

metre

GF 9086.20 Rupees nine thousand eighty-six and

paise twenty only

One Cubic

metre

800222.00

65.11 One Cubic

metre

FF 9509.20 Rupees nine thousand five hundred nine


One Cubic

metre

619144.00


of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and

steps of staircases as per detailed design and drawings or as

directed including steel centering, plywood/ steel formwork, steel

props, compaction, finishing uneven and honeycombed surface with

C.M. 1:3 of sufficient minimum thickness to give a smooth and even

surface or roughening the surface if special finish is to be provided and

curing etc. complete. (Excluding einforcement, including cover block)

The Cement Mortar 1:3 plaster is considered for rendering uneven and

honeycombed surface only. (Newly laid concrete shall be covered by


allowed) a) For C.C.M-20

3.67 One Cubic

metre

GF 6906.20 Rupees six thousand nine hundred six and

paise twenty only

One Cubic

metre

25346.00

3.67 One Cubic

metre

FF 7109.30 Rupees seven thousand one hundred nine

and paise thirty only

One Cubic

metre

26091.00


of trap / quartzite /granite /gneiss metal for R.C.C. canopy as per

detailed design and drawings including steel centering, plywood / steel

formwork, steel props,compaction, finishing uneven and honeycombed


smooth and even surface or roughening surface if special finish is to be

provided and curing etc. complete. (Excluding reinforcement, including

cover block) The Cement Mortar 1:3 plaster is considered for rendering

uneven and honeycombed surface only. Newly laid concrete shall be

covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will

not be allowed) a) For C.C.M-20

14.11 One Cubic

metre

GF 7026.20 Rupees seven thousand twenty-six and

paise twenty only

One Cubic

metre

99140.00

15 Providing and fixing in position reinforcement of various diameters for

R.C.C. pile caps, footings, foundations, slabs, beams and columns,

canopies, staircases, newels, chajjas, lintels, pardies, coping, fins,

arches etc. as per detailed design and drawings and schedules including

cutting, bending, hooking the bars, binding with wires or tack welding

and supporting as required completed. a) For TMT Fe 415 Grade

steel bars ( If Mild steel / HYSD bars steel is to be used prior

permission from S.E.should be taken )

118.28 One metric

tonne

GF 61500.00 Rupees sixty-one thousand five hundred

and paise nil only

One metric

tonne

7274220.00

35.13 One metric

tonne

FF 62115.00 Rupees sixty-two thousand one hundred

fifteen and paise nil only

One metric

tonne

2182100.00

16 Providing and laying 50 mm thick layer in cement mortar 1:8 below

plinth beam including floating, watering, curing and leveling and

ramming the bed if necessary before laying the layer etc. complete.

155.03 One square

metre165.55 Rupees one hundred sixty-five and paise

fifty-five only

One square

metre

25665.00

17 Providing Fly ash lime brick masonry (bricks conforming to

I.S.12894 : 1990 of size 19 cm x 9 cm x 9 cm ) in cement mortar 1:6 in

foundations and plinth of inner walls / in plinth of external walls

including bailing out water, striking joints on unexposed faces, racking

out joints on exposed faces and watering complete.

257.91 One Cubic

metre

GF 4814.15 Rupees four thousand eight hundred

fourteen and paise fifteen only

One Cubic

metre

1241617.00

18 Filling in plinth and floors with approved excavated materials in 15 cm.

to 20 cm. layers including watering and compaction complete.

425.92 One Cubic

metre

GF 60.00 Rupees sixty and paise nil only One Cubic

metre

25555.00

19 Filling in plinth and floors with contractors approved material / murum

in 15 cm to 20 cm layers including watering and compaction complete.

670.44 One Cubic

metre

GF 399.25 Rupees three hundred ninety-nine and

paise twenty-five only

One Cubic

metre

267673.00

20 Providing Preconstructional Anti- termite treatment by treating the top

surface of plinth filling at the rate of 5 litres of emulsion concentrate

of one percent concentration of CHLORPYRIFOC 20% EC ISI

approved conforming (I.S.8944) to per square metre of surface area by

high volume sprayer with ten years guarantee bond as per I.S.- 6313

(Part III) of 1971.

860.28 One square

metre

GF 80.00 Rupees eighty and paise nil only One square

metre

68822.00

21 Providing soling using 80 mm size granite / quartzite / gneiss / trap

metal in 15 cm. layer including hand packing filling voids with sand /

grit, ramming, watering etc complete.

327.60 One Cubic

metre

GF 643.90 Rupees six hundred forty-three and paise

ninety only

One Cubic

metre

210942.00

22 Providing Preconstruction Antitermite treatment by treating the back

fill in immediate contact with foundation at the rate of 5 litres of an


CHLORPYRIFOC 20% EC ISI approved conforming to I.S.8944 per

square metre of vertical surface area by high volume sprayer with ten

years guarantee bond as per I.S. 6313 (Part II) of 1971.

408.81 One Cubic

metre

GF 80.00 Rupees eighty and paise nil only One Cubic

metre

32705.00

23 Providing and laying in situ, cement concrete M-10/(1:3:6) of

trap/granite/quartzite/gneiss metal for foundation and bedding

including plywood/steel formwork bailing out water, compacting,

finishing uneven and honeycombed surface, curing etc. complete. The




allowed.)

203.00 One Cubic

metre

GF 3807.85 Rupees three thousand eight hundred

seven and paise eighty-five only

One Cubic

metre

772994.00

24 Providing Fly ash lime Brick masonry ( Bricks conforming to

I.S.12894 : 1990 and of size 19 cm x 9 cm x 9 cm)in cement mortar 1:6

in super structure including striking joints, racking out joints watering

and scaffolding complete.

553.43 One Cubic

metre

GF 4719.15 Rupees four thousand seven hundred

nineteen and paise fifteen only

One Cubic

metre

2611719.00

77.27 One Cubic

metre

FF 4848.15 Rupees four thousand eight hundred forty-

eight and paise fifteen only

One Cubic

metre

374617.00

25 Providing Fly ash lime Brick masonry (Bricks conforming to I.S.

12894:1990 and of size19 cm x 9 cm x 9 cm ) bricks in cement mortar

1:4 in half brick thick wall including 75 mm thick band in C.C. 1:2:4

after every eleventh layer with mild steel Longitudinal reinforcementof

2 bars of 8 mm diameter, scaffolding, racking outjoints and watering

etc. complete. ( The C.C. band to be provided along with M.S.

reinforcement.)

252.57 One square

metre

GF 812.40 Rupees eight hundred twelve and paise

forty only

One square

metre

205188.00

108.88 One square

metre

FF 834.15 Rupees eight hundred thirty-four and paise

fifteen only

One square

metre

90822.00


of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice,

jambs, block in course, or architraves of required size and shapes

including steel centering, plywood/steel formwork, compacting,

roughening them if special finish is to be provided,finishing uneven

and honeycombed surface and curing etc. complete. The Cement



gunny bag, plastic, tarpaulin etc. (Wooden centering will not be

allowed.)

2.59 One Cubic

metre

GF 5407.85 Rupees five thousand four hundred seven


One Cubic

metre

14006.00

2.40 One Cubic

metre

FF 5407.85 Rupees five thousand four hundred seven


One Cubic

metre

12979.00

27 Providing and applying putty to old/ new plastered surfaces in two

coats to receive approved paint in all positions including all

materials,labour scaffolding and curing etc. complete. B) New Surface

3181.37 One square

metre

GF 80.00 Rupees eighty and paise nil only One square

metre

254510.00

2097.42 One square

metre

FF 80.00 Rupees eighty and paise nil only One square

metre

167794.00

28 Providing internal cement plaster 12 mm thick in a single coat in

cement mortar 1:5 without neeru finish to concrete or brick surface in

all positions including scaffolding and curing complete.

500.46 One square

metre

GF 152.75 Rupees one hundred fifty-two and paise

seventy-five only

One square

metre

76445.00

631.82 One square

metre

FF 157.35 Rupees one hundred fifty-seven and paise

thirty-five only

One square

metre

99416.00

29 Providing internal cement plaster 20mm thick in a single coat in

cement mortar 1:5 without neeru finish to concrete, brick surfaces in all

positions including scaffolding and curing.

1011.67 One square

metre

GF 224.60 Rupees two hundred twenty-four and

paise sixty only

One square

metre

227221.00

208.55 One square

metre

FF 231.35 Rupees two hundred thirty-one and paise

thirty-five only

One square

metre

48248.00

30 Providing sand faced plaster for external portion in cement mortar

using Kharsalia / Kasaba or similar type of sand, in all positions

including base coat of 15 mm. Thick in C.M. 1:4 using water proofing

compound at 1 kg per cement bag, curing the same for not less than 3

days and keeping the surface of the base coat rough to receive the sand

faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by

taking out grains, making grooves and curing for fourteen days

scaffolding etc. complete.

3744.82 One square

metre

GF 365.75 Rupees three hundred sixty-five and paise

seventy-five only

One square

metre

1369668.00

629.35 One square

metre

FF 376.75 Rupees three hundred seventy-six and

paise seventy-five only

One square

metre

237108.00

31 Providing and fixing chicken mesh of 22 gauge, with about 30 cm.

width at the junction of R.C.C members and brick work, of approved

quality including fixing mesh in position by necessary drilling in

concrete or/B.B.masonry and or tying by binding wire etc. complete.

702.17 One square

metre

GF+FF 70.00 Rupees seventy and paise nil only One square

metre

49152.00

32 Providing groove to required size at specified location as directed by

Engineer, at junction of brick masonry wall and R.C.C beams or

Column, at junction of composite masonry, including scaffolding,

finishing, curing etc. complete.

345.79 One running

metre

GF+FF 16.00 Rupees sixteen and paise nil only One running

metre

5533.00

33 Providing and laying polished Green Kota Stone slabs 20mm to 25

mm thick for treads and risers of steps and staircases, with rounded

nosing and groove at edge for the treads, on a bed of C.M. 1:4

including cement float filling joints with neat cement slurry, curing,

polishing and cleaning complete.

376.24 One square

metre

G.F 905.75 Rupees nine hundred five and paise

seventy-five only

One square

metre

340779.00

33.53 One square

metre

FF 932.75 Rupees nine hundred thirty-two and paise

seventy-five only

One square

metre

31275.00

34 Providing and laying hand cut polished Green kota stone of size 0.6

m x 0.6 m for Flooring 20 mm to 25 mm thick plain pattern on a bed

of C.M. 1:6 including cement float, filling joints with neat cement

slurry, curing rubbing, polishing and cleaning complete.

1388.84 One square

metre

GF+FF 854.65 Rupees eight hundred fifty-four and paise

sixty-five only

One square

metre

1186972.00

35 Providing and fixing in required position skirting or dado of polished

Green Kota stone slabs 20 mm to 25 mm thick and required width

after making the wall portion to required level with C.M.1:4 and fixing

tiles with ready made adhesive including cement float, filling joints

with cement slurry, curing rubbing, polishing and cleaning complete.

101.78 One square

metre

GF+FF 952.75 Rupees nine hundred fifty-two and paise

seventy-five only

One square

metre

96971.00

36 Providing and Laying ceramic tiles of approved quality minimum 300

x 300mm size or of required size and thickness for flooring in

required position laid on bed of C.M.1:4 including cement float, filling

joint with white / colour cement slurry, cleaning, curing, complete.

107.95 One square

metre

GF 931.20 Rupees nine hundred thirty-one and paise

twenty only

One square

metre

100523.00

30.48 One square

metre

FF 958.95 Rupees nine hundred fifty-eight and paise

ninety-five only

One square

metre

29229.00

37 Providing and fixing ceramic tiles of approved quality required size

and thickness for dado and skirting in required position with ready

made adhesive mortar of approved quality in required position after

making the wall portion in level in plaster of C.M. 1:4 including joint

filling with white/colour cement slurry cleaning curing complete. (300

mm x 300 mm Size)

380.34 One square

metre

GF 981.20 Rupees nine hundred eighty-one and

paise twenty only

One square

metre

373190.00

42.36 One square

metre

FF 1010.45 Rupees one thousand ten and paise forty-

five only

One square

metre

42803.00

38 Providing and laying cement concrete flooring 50 mm thick with

1:2:4 cement concrete laid to proper level and slope in alternate bays,

including compacting, PVC/ Glass/Aluminum strips at joints, marking

lines to give appearance of tiles of 30 cm x 30 cm or other size laid

diagonally/square etc. finishing smooth (with extra cement) in any

colour as directed and curing complete.

669.41 One square

metre

GF 305.15 Rupees three hundred five and paise

fifteen only

One square

metre

204270.00

39 Providing sills / jambs / revels of white marble slabs or equivalent 16

mm to 18 mm thick of approved quality vein and colour with machine

polished surface on a bed of Cement Mortar 1:4 including neat cement

float filling joints with neat cement slurry to match the colour of the

slabs curing, polishing and cleaning etc. complete. c) Granite sills /

jambs / revels

50.30 One square

metre

GF 3105.75 Rupees three thousand one hundred five


One square

metre

156219.00

50.30 One square

metre

GF 3198.75 Rupees three thousand one hundred

ninety-eight and paise seventy-five only

One square

metre

160897.00

40 Providing and fixing white marble slabs or equivalent of required size

and 16 to 18 mm thick of approved quality vein and colour with

machine polished surface for dado and skirting after making the

required portion in level, in cement plaster 1:4 and fixing the slabs with

ready made adhesive including filling joints with neat approved

coloured slurry, curing polishing, cleaning complete.

9.90 One square

metre

GF 2105.75 Rupees two thousand one hundred five


One square

metre

20847.00

9.90 One square

metre

FF 2168.75 Rupees two thousand one hundred sixty-

eight and paise seventy-five only

One square

metre

21471.00

41 Providing Water proofing treatment to newly laid fully cured

concrete slab of terraces by applying first coat of polymer modified

semi-viscous paste prepared by mixing polymer of approved make

(such as Master Seal 550/ brush bond / Roff Supercrete / Webercrete /

Monobond /Perma shield / Hypercrete / Master Crete M 81) and

Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) or Rohnex

water proofing system in two coats(1kg powder,700 ml water and

polymer jelly for first coat & 1 kg powder,500 ml water & polymer

jelly for second coat ) to a neatly cleaned and dust free concrete surface

and upto 300 mm. over parapet wall prepared by removing loose and

deposited material with brush and water,followed by two coats of

flexible cementious coating e.g. MYK Aquafine-UM ,Monopo G

coat,or equivalent as per manufacturer’s specifications after laying

glass fibre mesh of 10 x 10 specification of approved make over tacky

surface of first coat of coating followed by second coat in transverse

direction, sprinkling coarse sand over it, followed

by protective mechanical cover of 40 mm to 75 mm thick cement

concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and

water proofing compound of approved make alongwith 14 guage 40

mm x40 mm size welded mesh to prevent cracking of concrete and

polypropylene fibres @ 125 gm per bag of cement within it confirming

to IS, in pannels of 3m/4m or as per site condition & filling the joints

with poly sulphide sealant (0.125 kg per sq.mt.) after curing including

providing holler with drip moulds at the junction and finishing the

concrete surface with neat cement slurry and filling the joints with poly

sulphide sealant(0.12 kg per sq.mt.) after curing including providing

holler with drip moulds at the junction and finishing the concrete

surface with neat cement slurry, of cement incuding curing as directed

and ponding the surface with cement sand mortor 1:2.5 with high

performance highly impermeable polymer e.g. superscreed-P or

equivalent including curing as directed and ponding the surface as

directed etc.complete ; covering 10 years guarantee against

leakproofness on court Fee stamp paper of Rs 100/- (Note : for

slanting length upto. 5.0 m ) Spec.No.: As directed by Engineer- in-

charge. (Note : for slanting length upto. 5.0 m )

312.25 One square

metre

GF 974.75 Rupees nine hundred seventy-four and


One square

metre

304366.00

686.57 One square

metre

FF 1003.55 Rupees one thousand three and paise fifty-

five only

One square

metre

689008.00

42 Providing water proofing treatment to Bath & W.C. sunk by

applying first coat of polymer modified semi-viscous paste prepared by

applying grouting with cement slurry admixed with non shrink grout

additives as per manufacturers specifications, mixing polymer of

approved make (such as Master Seal 550/ brushbond/ Roff Supercrete/

Webercrete/ Monobond / Perma shield / Hypercrate/ Master Crete M

81) and cement in 1:2 proportion (1 litre polymer : 2 Kg Cement) or

Rohnex water proofing system in two coats(1kg powder,700 ml water

and polymer jelly for first coat & 1 kg powder,500 ml water & polymer

jelly for second coat to a neatly cleaned and dust free concrete surface

prepared by removing loose and deposited material with brush and

water, laying glass fibre mesh of 10 x 10 specification of approved

make over tacky surface of first coat of polymer followed by second

coat in transverse direction, sprinkling coarse sand over it followed by

protective mechanical cover of 15 to 20 mm thick polymer modified

plaster to coated surface of sunk @ 2 litre per bag of cement and filling

joints with non shrink compound and covering 10 years guarantee

against leakproofness on court fee stamp paper of Rs. 100/- (excluding

Brick Bat Coba and plaster below flooring )

54.37 One square

metre

GF 1104.85 Rupees one thousand one hundred four


One square

metre

60071.00

60.35 One square

metre

FF 1137.85 Rupees one thousand one hundred thirty-

seven and paise eighty-five only

One square

metre

68669.00

43 Providing water proofing in W.C. and bath including B.B. Coba in all

position consisting of specialised approved waterproofing compound

and materials as per manufacturers specifications and covering 10 years

guarantee on court fee stamp paper of Rs.100/- including all lead, lift

and ponding test etc. complete.

8.14 One Cubic

metre

GF 4156.00 Rupees four thousand one hundred fifty-

six and paise nil only

One Cubic

metre

33830.00

6.61 One Cubic

metre

FF 4276.00 Rupees four thousand two hundred

seventy-six and paise nil only

One Cubic

metre

28264.00

44 Providing and fixing in position Partitions/ Shelves/seating platforms of

polished Kaddappa / Marble / Granite stone of required thickness

,including making groove in wall / concrete surface filling joints with

slurry, curing, polishing, rounding edges, as required cleaning etc.

complete. b) Marble shelves 18 mm to 20 mm thick Spec.No.: As

directed by Engineer- in-charge.

16.47 One square

metre

Marble 2602.75 Rupees two thousand six hundred two and


One square

metre

42867.00

3.30 One square

metre

Kaddappa 605.75 Rupees six hundred five and paise

seventy-five only

One square

metre

1999.00

45 Providing and fixing country teak wood frame 60 mm x 100 mm

standard size for second class doors with/without ventilator windows

and wondows fan light and clear storey windows including all

mouldings, chamfering, rounding, and abauting holdfasts and finishing

with one coat of primer etc. complete.(Only for exterior doors)

0.87 One Cubic

metre96000.00 Rupees ninety-six thousand and paise nil

only

One Cubic

metre

83520.00

46 Providing and fixing factory made precast door/window frames of

C.C. M-40 grade of section 100 mm x 60 mm including reinforcement

as per I.S.6523 with polymeric blocks having screw holding capacity of

250 kg/screw fixed in position in R.C.C.frame as per requirement and

as per specifications without fan light including holdfasts, carting and

erecting in position and two coats of oil paint etc. complete.

152.70 One running

metre315.00 Rupees three hundred fifteen and paise nil

only

One running

metre

48101.00

47 Providing and fixing in position colour anodized aluminium double

lear fully glazed door of Jindal or equivalant make without fanlight

mounted on floor spring , vertical style & lock rail 82 mm x 44 mm of

avarage thickness 2.2 mm and weight 2.613 Kg/Rmt with fully 6 mm

float glass including all fixtures ,pivot,handles,tower bolts ,lock,door

stopper with neoprene (rubber) gasket as per approved drawing and

specifications etc complete as directed by engineer incharge including

door frame 5 mm thick sheet glass necessary fixtures and fastenings,

neoprene type rubber plain gaskets as per detailed drawing and

specifications etc. complete. (Sample to be got approved from Ex.

Engineer before use)

19.20 One square

metre3708.00 Rupees three thousand seven hundred

eight and paise nil only

One square

metre

71194.00

48 Providing and fixing factory made solid core flush door in single leaf

35 mm thick, decorative types, of exterior grade, as per detailed

drawings, conforming to I.S.:2202 - 1962 (Revised) with approved face

veneers on both faces with/without glazing and venetians in the

positions shown on the drawings or as directed, all necessary beads,

moulding and lipping, wrought iron holdfasts, mat finish stainless steel

fixtures fastenings , finishing with french- polish/ waxing complete.

(without door frame).(Sample to be got approved from Ex.Engineer

before use) b) Commercial pine shutter

41.82 One square

metre3978.00 Rupees three thousand nine hundred

seventy-eight and paise nil only

One square

metre

166360.00

49 Providing and fixing factory made solid core flush door shutters in

double leaves 35mm thick,decorative type of exterior grade, as per

detailed drawings, conforming to I.S.: 2202 – 1966 (Revised) including

approved face veneers on both sides, without glazing and venetians

including mat finish stainless steel fixtures and fastening, stoppers and

finishing with french polishing etc. (Excluding door frame)(Sample to

be got approved from Ex. Engineer before use)

Commercial pine Shutter

6.29 One square

metre4328.00 Rupees four thousand three hundred

twenty-eight and paise nil only

One square

metre

27223.00

50 Providing and fixing FRP (Fiber reinforced Plastic) Door with

shutter 25 to 30 mm. Thick having properties such as water proof

resistantto termite resistant to mild acids and chemical. The thickness

of FRP shutter of 1.5 mm. With extra reinforcement to sides, edges,

recess for alluminium fixtures and fastenings and commercial types as

per the approved design including alluminium, fixtures and fastenings

and two coats of synthetic acrylic emulsion paint etc. complete. (

Excluding door frame) (for W.C. and bath doors)

34.35 One square

metre3276.00 Rupees three thousand two hundred

seventy-six and paise nil only

One square

metre

112531.00

51 Supplying and fixing in position anodized Aluminium four track

sliding windows with outer frame made from section of over all size

122 mm x 45 mm, bottom section with drain section track weighing

1.83 kg per metre and top and side section of size 122x 31.75 mm

weighing 1.15 kg per running metre with shutter sections made of 18

mm x 40 mm size having average weight of 0.6 kg per running metre

(or as required size) with change in proportionate weight, with 6 mm

float glass in three equal panels and alluminium coated stainless steel

mosquito net in one (2/3 of opening) panel fixed with new neoprene

gasket, shutters to be provided with nylon encased stainless steel

rollers, necessary locks and handles complete.

93.75 One square

metre6500.00 Rupees six thousand five hundred and

paise nil only

One square

metre

609375.00

52 Providing and fixing in position anodised extruded aluminium fixed

glass paneled window having frame made out extruded tubular section

of size 34 mm x 42 mm (or as required size in proportionate weight) of

average thickness 2.0 mm and weight 0.726 kg per metre(or as

required), mechanically assembled at corners with glazing beading of

average 0.26 kg per running metre or required weight including 5.5 mm

thick plain sheet glass with neoprene/ rubber gasket etc. complete. (As

per Architect's drawing job No. T – MISC/5000/drawing No.22 dated

3.2.1992) b) For powder coated alluminium window

61.65 One square

metre

For Powder Coated Window 3900.00 Rupees three thousand nine hundred and

paise nil only

One square

metre

240435.00

53 a) Supplying and fixing in position anodized alluminium Two track

sliding windows , outer frame made from section of over all size 62

mm x 45 mm, bottom section with drain section, track weighing 0.901

kg per metre and top and side section weighing 0.838 kg per running

metre with shutter or sections made of 19 mm x 40 mm size having

average weight of 0.6 kg per running metre(or as required size) with

change in proportionate weight,with 5.50 mm selected quality plain

sheet glass fixed with new neoprene gasket shutters to be provided with

nylon encased stainless rollers, necessary locks and handles complete.

3.24 One square

metre

For Aluminium Window 4000.00 Rupees four thousand and paise nil only One square

metre

12960.00

54 Providing, supplying and fixing in position anodised extruded

aluminium casement / openable window of outer frame size 44mm x

44mmx2mm or as of required size with proportionate change in weight

of average weight @ 0.90 kg per metre and shutter of 44 mm x 64

mmx2mm ( or as required size ) of average weight of 1.10 kg per metre

(or as required) with 6 mm plain sheet glass with neoprene/rubber

gasket with hinges, locking arrangement, pegstay etc. as per approved

drawing, specification etc. complete.(as per Architect's drawing Job

No.T-MISC/ 5000 drawing No. 22 dated 3.2.1992) (Sample to be got

approved from Ex.Engineer before use) b) For powder coated

aluminium window

57.66 One square

metre4300.00 Rupees four thousand three hundred and

paise nil only

One square

metre

247938.00

55 Providing and fabricating structural steel work in rolled sections like

joists, channels, angles, tees etc. as per detailed design and drawings or

as directed including cutting, fabricating, hoisting, erecting, fixing in

position making riveted / bolted / welded connections without

connecting plates, braces etc. and including one coat of anticorrosive

paint and over it two coats of oil painting of approved quality and shade

complete.

8.20 One metric

tonne69900.00 Rupees sixty-nine thousand nine hundred

and paise nil only

One metric

tonne

573180.00

56 Providing and fixing in position anodised extruded alluminium

partition having frame made out of aluminium extruded tubular section

of size 65 mm x 40 mm with 12 mm thick three layered flat pressed

teak wood particle board bonded with BWP type exterior grade phenol

formaldehyde synthetic resin conforming to I.S.12823- 1990, laminated

on both sides, Novateak or equivalent, Laminated 5.5+B256 mm thick

selected quality of glass pannels fixed with aluminium glazing clips

12mm x 12mm (conical) rubber cushioning to glass as per detailed

drawings etc. complete.(Sample to be got approved from Ex.Engineer

before use)

23.87 One square

metre

(With powder coated aluminium section) 2750.00 Rupees two thousand seven hundred fifty

and paise nil only

One square

metre

65643.00

57 Providing and fixing in position colour Anodized Alluminium partly

fixed partly louvered windows/ ventilator of various size as per detail

drawings and specifications including alluminium frames 80 x 38 mm

box type 5 mm. thick sheet glass louvers, clips / rubber plain P.V.C.

gaskets of approved quality etc. complete. [Sample to be got approved

from Executive Engineer before use.]

9.84 One square

metre

(With powder coated aluminium section) 3300.00 Rupees three thousand three hundred and

paise nil only

One square

metre

32472.00

58 Providing and fixing mild steel grill work railing required kg/Sqm. of

rectangular hollow sections with PVC handrail covering as per drawing

including newel posts for staircases, drilling holes in concrete/other

surface,fabricating, fixtures, erecting grill work, necessary welding,

fixing by nuts and bolts, fixing PVC handrail cover, with one coat of

anticorrosive paint and two coats of oil painting with approved colour

and shade, remaking good the damaged surface, cleaning etc. complete.

b) --------- do ---------- 25 Kg/Sqm.

123.62 One square

metre2200.00 Rupees two thousand two hundred and

paise nil only

One square

metre

271964.00

59 Providing and fixing mild steel grill work for windows, ventilators, etc.

required kg/sqm as per drawing including fixtures necessary welding

and painting with one coat of anticorrosive paint and two coats of oil

painting complete. 25 Kg/Sqm.

291.15 One square

metre

25 Kg/Sqm. 2300.00 Rupees two thousand three hundred and

paise nil only

One square

metre

669645.00

9.72 One square

metre

20 Kg/Sqm. 1700.00 Rupees one thousand seven hundred and

paise nil only

One square

metre

16524.00

60 Providing and fixing M.S. grill doors weighing 22 to 24 kg per sq.

meter of required size as per detailed drawing without hot dip coating

with iron oxidised fixture and fastening and painting with 3 coats of oil

painting etc. complete. (Sample to be got approved from Ex. Engineer

before use)

36.45 One square

metre1800.00 Rupees one thousand eight hundred and

paise nil only

One square

metre

65610.00

61 Providing and fixing rolling steel shutters fabricated from 20 guage

steel laths with slide guides, bottom rail, brackets, door suspension

shaft, housing box at the top including mechanical gear operation

arrangement and one coat of red lead primer and two coats of oil

painting etc. complete.

51.38 One square

metre2600.00 Rupees two thousand six hundred and

paise nil only

One square

metre

133588.00

62 Providing and applying plastic emulsion paint of approved quality,

colour and shade to old and new surfaces in two coats including

scaffolding and preparing the surfaces (including the primer coat)

complete.

2335.26 One square

metre75.00 Rupees seventy-five and paise nil only One square

metre

175145.00

63 Providing and applying two coat of Polymer based external weather

proof & dust proof paint of standard manufacture like Apex

Ultima from Asian paints,weathershield from Dulux of approved

colour to the plastered surfaces including scaffolding if necessary,

cleaning and preparing the surfaceetc. for specified buildings

complete.(including primer coat )(Prior specific permission of S.E.

shall be obtained before inclusion of this item in the estimate.)

2138.51 One square

metre

GF 145.00 Rupees one hundred forty-five and paise

nil only

One square

metre

310084.00

629.35 One square

metre

FF 145.00 Rupees one hundred forty-five and paise

nil only

One square

metre

91256.00

64 Providing and fixing Hindware European type white glazed

earthenware W.C.PAN with water jet, UPVC seat and lid with

chromium plated brass hinges and rubber buffers including UPVC and

vent pipe upto the outside face of wall, 10 litre enamelled low level

flushing cistern with fittings, pipe and stop tap brackets for fixing

cistern 32 mm dia. UPVC flush pipe with fittings and clamps, 20 mm

dia. UPVC overflow pipe, mosquito proof couplings, G.I. chain and

pulley, cutting and making good to the walls and floors, testing etc.

complete. (Prior approval of sample and brand by Ex.Engineer is

necessary before use.) (b) without flushing cistern with flush cock

and water jet

1.00 One number GF 4500.00 Rupees four thousand five hundred and

paise nil only

One number 4500.00

1.00 One number FF 4545.00 Rupees four thousand five hundred forty-

five and paise nil only

One number 4545.00

65 Providing and fixing 1st class Hindware "Orissa Type" Colour

Glazed earthenware 600 x 400 mm. W.C. PAN including `P' or `S'

trap, UPVC soil and vent pipe upto the out side face of wall, including

100 mm dia. UPVC plug bend, 10 litre UPVC Low level flushing

cistern with fittings, inlet pipe with stop tap, brackets, 32 mm dia.

UPVC flush pipe with fittings and clamps, 20 mm dia. UPVC over flow

pipe with mosquito proof coupling,UPVC chain and pulley, painting to

cistern and exposed pipes, cutting and making good to the walls and

floors, testing etc. complete. (Prior approval of sample and brand by

Ex.Engineer is necessary before use.) (a) ----- do ------ without flushing

cistern with flush cock and necessary fittings. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.) (a)without

flushing cistern with flush cock and necessary fittings.

12.00 One number GF 3800.00 Rupees three thousand eight hundred and

paise nil only

One number 45600.00

7.00 One number FF 3800.00 Rupees three thousand eight hundred and

paise nil only

One number 26600.00

66 Providing and fixing Hindware white glazed earthenware urinal

squatting pan without cistern with fitting, inlet pipes, stop tap, 32 mm

dia. UPVC flush pipe with fittings and spreader arrangement including

UPVC soil pipe, UPVC trap, soil pipe connection upto the outside face

of the wall, making good the damaged surface, testing etc. complete.

(Prior approval of sample and brand by Ex.Engineer is necessary before

use.)

8.00 One number GF 2300.00 Rupees two thousand three hundred and

paise nil only

One number 18400.00

4.00 One number FF 2323.00 Rupees two thousand three hundred

twenty-three and paise nil only

One number 9292.00

67 Providing and fixing Hindware white glazed earthenware Wash

Hand Basin including brackets, rubber plugs and brass chain, stop tap,

chromium plated bottle trap and necessary pipe connection including

UPVC waste pipe and trap up to the out side face of the wall, making

good the damaged surface, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.) B)55 cm x

40 cm a)With Cold water piller tap

16.00 One number GF 2500.00 Rupees two thousand five hundred and

paise nil only

One number 40000.00

8.00 One number FF 2525.00 Rupees two thousand five hundred twenty-


One number 20200.00

68 Providing and fixing 8 cm. Rigid PVC. Nahani Trap including P.V.C.

grating, bend, connecting piece of UPVC pipe up to the outside face of

the wall, making good the damaged surface, testing etc. complete.


use.)

23.00 One number 230.00 Rupees two hundred thirty and paise nil

only

One number 5290.00

69 Providing and fixing on walls/ ceiling/ floors, medium grade C.P.V.C.

(Chlorinated Poly Vinyl Chloride) pipe having embossed ISI Mark on

it, of required diameter with screwed/plain sockets, joints, necessary

c.p.v.c and brass fittings such as sockets,back nuts,elbows, bends, tees,

reducers, enlargers, plugs, clamps etc.including necessary drilling holes

in walls, slabs etc. and remaking good the demolished portion to restore

the same in original condition neatly and providing and applying

anticorrosive primer and two coats of oil painting, testing,

etc.complete. (Prior approval of sample by Ex.Engineer is necessary

before use.)

120.00 One running

metre

15 mm 180 Rupees one hundred eighty and paise nil

only

One running

metre

21600.00

70.00 One running

metre

20 mm 220 Rupees two hundred twenty and paise nil

only

One running

metre

15400.00

120.00 One running

metre

25 mm 275 Rupees two hundred seventy-five and

paise nil only

One running

metre

33000.00

120.00 One running

metre

32 mm 360 Rupees three hundred sixty and paise nil

only

One running

metre

43200.00

120.00 One running

metre

40 mm 425 Rupees four hundred twenty-five and

paise nil only

One running

metre

51000.00

70.00 One running

metre

50 mm 525 Rupees five hundred twenty-five and paise

nil only

One running

metre

36750.00

70 Providing and fixing on walls/ ceiling/floors, medium grade G.I. pipe

(type) having embossed ISI Mark on it, of required diameter with

screwed sockets, joints, necessary galvanised iron fittings such as

sockets,back nuts,elbows, bends, tees, reducers, enlargers, plugs,

clamps etc.including necessary drilling holes in walls, slabs etc. and

remaking good the demolished portion to restore the same in original

condition neatly and providing and applying anticorrosive primer and

two coats of oil painting, testing, etc.complete.(Prior approval of

sample by Ex. Engineer is necessary before use.) (i) 80 mm dia.

70.00 One running

metre735.00 Rupees seven hundred thirty-five and

paise nil only

One running

metre

51450.00

71 Providing and laying in trenches medium grade (type) C.P.V.C.

(Chlorinated Poly Vinyl Chloride)pipe having embossed ISI Mark on it,

of required diameter with screwed /plain sockets, joints, necessary

c.p.v.c. and brass fittings such as sockets, back nuts, elbows, bends,

tees, reducers, enlargers, plugs, clamps etc., including joining with

approved fusion compund, necessary excavation, back filling, fixing

with clamps, testing etc. complete. (Prior approval of sample and brand

by Ex. Engineer is necessary before use.)

120.00 One running

metre

15 mm 210.00 Rupees two hundred ten and paise nil only One running

metre

25200.00

70.00 One running

metre

20 mm 230.00 Rupees two hundred thirty and paise nil

only

One running

metre

16100.00

120.00 One running

metre

25 mm 275.00 Rupees two hundred seventy-five and

paise nil only

One running

metre

33000.00

120.00 One running

metre

32 mm 340.00 Rupees three hundred forty and paise nil

only

One running

metre

40800.00

120.00 One running

metre

40 mm 405.00 Rupees four hundred five and paise nil

only

One running

metre

48600.00

70.00 One running

metre

50 mm 570.00 Rupees five hundred seventy and paise nil

only

One running

metre

39900.00

72 Providing and laying in trenches medium grade (type) galvanised iron

pipe having embossed ISI Mark on it, of required diameter with

screwed, sockets, joints, necessary galvanised iron fittings such as

sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs,

clamps etc. including necessary excavation, back filling, fixing with

clamps, testing etc. complete. (Prior approval of sample and brand by

Ex. Engineer is necessary before use.)

395.00 One running

metre

80 mm 800.00 Rupees eight hundred and paise nil only One running

metre

316000.00

395.00 One running

metre

100 mm 1050.00 Rupees one thousand fifty and paise nil

only

One running

metre

414750.00

73 Providing and fixing screw down wheeled stop tap of brass including

necessary sockets, union nut, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.)

One number

4.00 One number 20 mm 290.00 Rupees two hundred ninety and paise nil

only

One number 1160.00

2.00 One number 25 mm 370.00 Rupees three hundred seventy and paise

nil only

One number 740.00

2.00 One number 32 mm 500.00 Rupees five hundred and paise nil only One number 1000.00

4.00 One number 40 mm 525.00 Rupees five hundred twenty-five and paise

nil only

One number 2100.00

2.00 One number 50 mm 825.00 Rupees eight hundred twenty-five and

paise nil only

One number 1650.00

2.00 One number 65 mm 1000.00 Rupees one thousand and paise nil only One number 2000.00

2.00 One number 80 mm 1500.00 Rupees one thousand five hundred and

paise nil only

One number 3000.00

2.00 One number 100 mm 2300.00 Rupees two thousand three hundred and

paise nil only

One number 4600.00

74 Providing and fixing Bib cock, mat finish stainless steel 15mm. dia.

etc.complete.

15.00 One number 220.00 Rupees two hundred twenty and paise nil

only

One number 3300.00

75 Providing and fixing top cock, Gun metal cromium plated wheel

25mm. dia. etc. complete.

18.00 One number 420.00 Rupees four hundred twenty and paise nil

only

One number 7560.00

76 Providing and fixing 15 mm diameter concussion push button type

brass/ gun metal self closing tap including necessary socket, testing etc.


necessary before use.)


only

One number 3960.00

77 Providing, hoisting and fixing in position of approved make high

density polyethylene UV stabilized conforming to I.S.12701, water

storage tank with necessary connections, testing etc. complete. (Prior

approval of sample by Ex. Engineer is necessary before use.)

26000 Per Litre 7.10 Rupees seven and paise ten only Per Litre 184600.00

78 Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap in

cement concrete 1:4:8 outside the building including symet grating in

the sink, connecting glazed stoneware pipe, brick masonry chamber

with R.C.C. lid and Symet grating for the gully trap, testing etc.



26.00 One rumber

metre750.00 Rupees seven hundred fifty and paise nil

only

One rumber

metre

19500.00

79 Providing and Laying concrete pipes of I.S.NP.2 class of required

diameter in proper line, level and slope including necessary collars,

laying, fixing with collars in cement mortar 1:1 and refilling the trench

etc. complete. ( Including Excavation ) 300 mm dia.

200 One running

metre

300 mm dia 775.00 Rupees seven hundred seventy-five and

paise nil only

One running

metre

155000.00

200 One running

metre

225 mm dia 675.00 Rupees six hundred seventy-five and

paise nil only

One running

metre

135000.00

80 Providing and fixing in position unplasticized poly venyl- chloride

(UPVC) ultra voilet rays stabilised 110 mm outer diameter rain water

SWR pipe conforming to I.S. 4985 and I.S.13592,including necessary

fittings, such as PVC grating, bends, with door, PVC clamps, horse

shoes at bottom, rubber ring and making connections water tight with

solvent, cement including making holes in masonary concrete redoing

the same in C.M. 1:3, curing, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.) 110mm.

dia.

230.00 One running

metre

GF 525.00 Rupees five hundred twenty-five and paise

nil only

One running

metre

120750.00

405.00 One running

metre

GF 400.00 Rupees four hundred and paise nil only One running

metre

162000.00

200.00 One running

metre

FF 400.00 Rupees four hundred and paise nil only One running

metre

80000.00

81 Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of

required diameter conforming to I.S.-13592, and I.S.- 4985 to

withstand continous internal hydroulic pressure of 4 kg/cm2 including

necessary fixtures and fittings, such as bends, tees, single junctions,

double junctions and joining with rubber rings and lubricants, on wall

by means of clips or in ground including necessary excavation, laying

refilling, trench testing etc. complete. (Prior approval of sample and

brand by Ex.Engineer is necessary before use.) 110mm.

140 One running

metre

GF 380.00 Rupees three hundred eighty and paise nil

only

One running

metre

53200.00

14.00 One running

metre

FF 383.80 Rupees three hundred eighty-three and

paise eighty only

One running

metre

5373.00

82 Providing and constructing Brick Masonry Inspection Chamber 60 cm

x 45 cm including 1:4:8 cement concrete foundation, 1:2:4 cement

concrete channels, Brick Masonry, plastering from inside and air- tight

R.C.C. lid with frame fixed in cement concrete, curing, testing etc.

complete. a) WIth Reinforced cement concrete raft in B.C. soil area

including cost of reinforcement

10.00 One number 4050.00 Rupees four thousand fifty and paise nil

only

One number 40500.00

9.00 One number 3600.00 Rupees three thousand six hundred and

paise nil only

One number 32400.00







10 One number 6200.00 Rupees six thousand two hundred and

paise nil only

One number 62000.00

10 One number 5700.00 Rupees five thousand seven hundred and

paise nil only

One number 57000.00

84 Providing and fixing 15 mm dia. Screw down bib/stop tap of brass

including necessary sockets, union nut, testing etc. complete.(Prior

approval of sample and brand by Ex. Engineer is necessary before use.)


only

One number 8360.00









60 One running

metre

160 mm 550.00 Rupees five hundred fifty and paise nil

only

One running

metre

33000.00

150.00 One running

metre

75 mm 270.00 Rupees two hundred seventy and paise nil

only

One running

metre

40500.00

86 Providing, laying & fixing U.P.V.C.pipe of 60mm. dia. etc.complete

75.00 One running

metre170.00 Rupees one hundred seventy and paise nil

only

One running

metre

12750.00

87 Providing, laying & fixing U.P.V.C.pipe of 75mm. dia. etc.complete

41 One running

metre200.00 Rupees two hundred and paise nil only One running

metre

8200.00

88 Providing and fixing Stainless Steel towel rod 16 mm dia. And 75 cm

in length including all accessories complete. (Prior approval of sample

and brand by Ex. Engineer is necessary before use.)

30.00 One number 200.00 Rupees two hundred and paise nil only One number 6000.00

89 Providing and fixing in postion unplasticized polyvinyl chloride

(UPVC) ultra violet stabilized 110 mm outer diameter cowl dome

conforming to I.S.4985 including making joints with solvent cement

etc. complete.

30.00 One number 45.00 Rupees forty-five and paise nil only One number 1350.00

90 Providing and fixing Steel sink of size 600 mm x 450 mm x 250 mm (

1 mm thick) UPVC waste pipe upto outside face of wall, or upto nahani

trap cold water chromium plated screw down bib tap, rubber plug and

brass chain, making good the damaged surface, etc. complete. (Prior

approval of sample and brand by Ex.Engineer is necessary before use.)

2.00 One number 2800.00 Rupees two thousand eight hundred and

paise nil only

One number 5600.00

91 Providing and fixing 450 mm x 550 mm size superior type mirror with

necessary fittings etc. complete. (Prior approval of sample and brand by

Ex.Engineer is necessary before use.)

30.00 One number 400.00 Rupees four hundred and paise nil only One number 12000.00

92 Providing and laying cement concrete pipe of I.S.N.P. class of required

diameter in proper line, level and slope including providing, fixing

collars or spigot and socket joint by rubber ring and in C.M.1:2 etc.

complete.

70 One running

metre

NP 2 class Pipe 450mm dia 1240.00 Rupees one thousand two hundred forty

and paise nil only

One running

metre

86800.00

180 One running

metre

NP 2 class Pipe 600mm dia 1760.00 Rupees one thousand seven hundred sixty

and paise nil only

One running

metre

316800.00

30 One running

metre

NP 3 class Pipe 900mm dia 5400.00 Rupees five thousand four hundred and

paise nil only

One running

metre

162000.00

20 One running

metre

NP 3 class Pipe 1200mm dia 8720.00 Rupees eight thousand seven hundred

twenty and paise nil only

One running

metre

174400.00

93 Providing and fixing country teak wood single leaf, 2nd class 20 mm

thick false panelled door without ventilator as per detailed drawings

including mat finish stainless steel fixtures and fastenings and finishing

the wood work with one coat of primer (excluding door frame) etc.

complete.

7.51 One square

metre3100.00 Rupees three thousand one hundred and

paise nil only

One square

metre

23281.00

94 Providing and fixing and laying in grid unilock false ceiling system

size of grid 610 mm x 610 mm of which G.I. wall channel shall be of

size 0.5 mm thick 20 mm x 30 mm flanges and web of 27 mm along

the perimeter of wall where ceiling meets the wall fixed to wall using

nylon sleeves and screw at 610 mm centres suspended G.I. main runner

size 45 x 0.9 mm thick with 15 mm flanges from trusses at 900 mm

centres using ceiling angle size 25 x 10 x 0.5 mm, nut bolt clip

connected @ 300 mm centres to the main runner or having strips of

G.I. of size that of runner for holding runner and mesh etc. the

G.I.ceiling sections having size 51.5 mm and two flanges 26 mm each

with lips of 10.5 mm. The finished grid shall contain 12 mm thick plain

/ decorative particle boards fixed to the ceiling frame structure. (Prior

permission S.E. to be obtained before inclusion of this item )

397.19 One square

metre1425.00 Rupees one thousand four hundred twenty-


One square

metre

565996.00

95 Providing and fixing in position Partition of both side polished

Kaddappa / Marble / Granite stone of required thickness ,including

making groove in wall / concrete surface filling joints with slurry,

curing, polishing, rounding edges, as required cleaning etc. complete.

a) Kadappa Partition 25 mm to 30 mm thick

131.24 One square

metre855.75 Rupees eight hundred fifty-five and paise

seventy-five only

One square

metre

112309.00

96 Providing and fixing acrylic plastic sheet panels of approved quality in

required thickness 2 mm plain clear or any colour or obscured linings

in lieu of glass pans to doors/windows including providing and fixing

clips, putty etc. complete. b) For 3.00 mm thickness Sq.m 1250.00

70.00

35.10 One square

metre1250.00 Rupees one thousand two hundred fifty

and paise nil only

One square

metre

43875.00

97 Providing and fixing decorative grill of various sizes as per detail

drawing and specification etc. complete. (Prior permission to be

obtained from S.E. before execution of this item) B) Stainless steel (

Weight @ 15 Kg/Sqm.)

53.30 One square

metre5250.00 Rupees five thousand two hundred fifty

and paise nil only

One square

metre

279799.00

98 Providing and fixing partition of 12mm thick three layered flat

pressed prelaminated teak wood particle board exterior grade, BWP

types Bonded with phenol formaldehyde synthetic resin conforming to

I.S.12893-1990 including C.T.W. vertical 70 x 70 mm and top central

and bottom rails of 70 x 35 mm and covering battens of 20 x 10 mm at

1 m C/C on both ways including finishing with one coat of primer etc

complete.

104.31 One square

metre2100.00 Rupees two thousand one hundred and

paise nil only

One square

metre

219051.00


alluminium partitions with both sides laminated panels having

frame made out of aluminium extruded tubular section of size 40 mm x

65 mm with 12 mm thick three layered flat pressed teak wood particle

board bonded with BWP type exterior grade phenol formaldehyde

synthetic resin conforming to I.S.12823- 1990, laminated on both sides,

Novateak or equivalent fixed with aluminium glazing clips of size

12mm x 12 mm as per approved drawing etc. complete.(Sample to be

got approved from Ex. Engineer before use)

78.09 One square

metre2850.00 Rupees two thousand eight hundred fifty

and paise nil only

One square

metre

222557.00

100 Providing and fixing of approved make wall panelling of approved

design and colour made out of extruded rigid PVC double wall

construction with multichamber hollow plastic section SPUF-141, 142,

143 of size 10 mm x 150 mm on the grid horizontal, vertical aluminum

pipe section 25 mm x 25 mm as required plastic section will be fixed

with concealled screws on frame work, corner supported with PVC "L"

section and no screws shall be visible.

24.16 One square

metre

FIRST FLOOR 1625.00 Rupees one thousand six hundred twenty-


One square

metre

39260.00

101 Providing and fixing partition with 4mm thick superior Indian teak

veneers on both sides including C.T. wood frame work 80 mm x 40

mm at 60 cm centre to centre and french polishing (without skirting)

etc complete.

24.16 One square

metre

FIRST FLOOR 2600.00 Rupees two thousand six hundred and

paise nil only

One square

metre

62816.00

102 Providing and fixing partitions with 6 mm thick Indian teak veneers

on both side including C.T. wood frame work 80 mm x 40 mm at 60

cm C/C and french polishing without skirting etc complete.

24.16 One square

metre2850.00 Rupees two thousand eight hundred fifty

and paise nil only

One square

metre

68856.00

103 Providing and fixing colour coated Galvalume (A-Z) sheet having

high tensile(min 550 MPa in Yield strength) C.R. steel base metal with

hot dip alloy coating of Alluminium and Zinc with 0.50 mm overall

sheet thickness for roofing with approved profile and colour including

fixing to purlins with approved self tapping screws and EPDM washers

etc complete( Prior approval of Sample and brand by Ex. Engineer is

necessary before use)

351.13 One square

metre975.00 Rupees nine hundred seventy-five and

paise nil only

One square

metre

342354.00

104 Providing and laying in trenches 80 mm diameter medium galvanised

pipes with screwed ,sockets,joints and necessary galvanised iron

fittings such as sockets ,back

nuts,elbows,bends,tees,reducers,enlargers, plugs,clamps etc including

necessary excavation for G I pipe line trench & refilling trench

&drilling holes in walls ,slabs etc and remaking good the demolished

portion to restore the same in original condition neatly and applying

anticorrosive primer oil paint and two coat of oil painting complete.

10.00 One running

metre

63 mm diameter 660.00 Rupees six hundred sixty and paise nil

only

One running

metre

6600.00

10.00 One running

metre

25 mm diameter 280.00 Rupees two hundred eighty and paise nil

only

One running

metre

2800.00

5.00 One running

metre

15 mm diameter 205.00 Rupees two hundred five and paise nil

only

One running

metre

1025.00

105 providing and fixing single outlet gunmetal I.S.No.318 ,63 mm NB

Flange inlet brass pindle 50 mm Dia Fire hydrant valve Female obleque

outlet complete with ABS blank cap & chain etc complete. (Fire

Hydrant Valve) ISI Mark.

5 One number 7500.00 Rupees seven thousand five hundred and

paise nil only

One number 37500.00

106 providing and fixing air relief valve 25 mm Dia with coupling tee union

flange caps rubber packings etc complete.

2 One number 1150.00 Rupees one thousand one hundred fifty

and paise nil only

One number 2300.00

107 Providing and fixing Fire House Box with Standard material for placing

house pipe redinit as per fire standards (for 15 m house pipe and one

nosal space)

5 One number 2950.00 Rupees two thousand nine hundred fifty

and paise nil only

One number 14750.00

108 Providing and fixing rubber reinforced line (RRL) Fire house pipe I S

No 636 IS marked type along with alluminium binding etc complete

.(63 mm diameter)

75 One running

metre327.00 Rupees three hundred twenty-seven and

paise nil only

One running

metre

24525.00

109 Providing and fixing brass fire nozals coupling I S No 909 I S marked

etc complete.(63 mm diameter)

5 One number 2600.00 Rupees two thousand six hundred and

paise nil only

One number 13000.00

110 Providing and fixing brass ball valve of following diameter of IS Mark

with fitting & fixtures etc complete

80 mm diameter

1 One number 6200.00 Rupees six thousand two hundred and

paise nil only

One number 6200.00

111 Providing and fixing Sluice valve 80 mm heavy duty in cast iron with

fittings and fixtures etc complete

1.00 One number 3700.00 Rupees three thousand seven hundred

and paise nil only

One number 3700.00

112 Providing and fixing 15 mm Dia bib cock

3.00 One number 250.00 Rupees two hundred fifty and paise nil

only

One number 750.00

113 Providing and fixing brass male & female coupling with wire binding

to house pipe etc complete.

5.00 One number 2150.00 Rupees two thousand one hundred fifty

and paise nil only

One number 10750.00

114 Providing and fixing 63 mm flange at required position.

18.00 One number 160.00 Rupees one hundred sixty and paise nil

only

One number 2880.00

115 Providing casting in situ cement concrete M-15 /1:2:4 of trap metal for

bed blocks ,foundation blocks and such other items including

dewatering /formwork compacting ,finishing the exposed faces with

sufficient minimum thickness of 1: cement plaster to give smooth and

even surface or roughening them if special finish is to be provided

,finishing if required and curring etc complete.

0.76 One Cubic

metre4752.85 Rupees four thousand seven hundred fifty-

two and paise eighty-five only

One Cubic

metre

3612.00

116 Supplying and Refixing 80 mm G.I.pipe. With requrex fittings

&fixtures etc complete.

75.00 One running

metre200.00 Rupees two hundred and paise nil only One running

metre

15000.00

117 Excavation the ground to a required depth of 20 cms removing and

conveying unwanted stuff to required distance as directed . Providing

and filling fresh garden soil and manure in excavated area in 3:1

proportion to height of 20 cms mixing garden soil and manure ,manure

thoroughly well , levelling with required slopes , light watering on

previous night ,fixing ready made lawn turf rolls or slabs of required

variety as directed, ramming on it for proper fixing and maintaining

will well established by watering , weeding ,clipping , rolling etc

complete.

227.50 One square

metre241.00 Rupees two hundred forty-one and paise

nil only

One square

metre

54828.00

118 Preparing flower bed

Excavating ground to a required depth of 30 cms removing and

conveying unwanted stuff to a required distance as directed , Providing

and filling fresh garden soil and manure in excavated area in 3 :1

proportion to a height of 30 cms , mixing garden soil and manure

thoroughly , well levelling ,watering , on previous night planting

seedlings of required ammuals 25 cms apart , maintaing till well

established by watering ,weeding ,stirring ,replacing of the casualities

etc complete.

60.00 One square

metre290.00 Rupees two hundred ninety and paise nil

only

One square

metre

17400.00

119 Preparing shrubbery

Excavating the ground to required depth of 30 cms , removing and




thoroughly , well levelling , watering , on previous night maintaing will

well established by watering , weeding , stirring , replacing of the

casualties etc complete.

260.00 One square

metre294.00 Rupees two hundred ninety-four and paise

nil only

One square

metre

76440.00

120 Mogra Plant /Creepers Climbers

Excavating pit with size 0.3x0.3x0.3 meter removing and conveying

unwanted stuff as directed ,Providing and filling the pit with approved

excavated material upto a height of 0.30 mtr and remaing ht of 0.60 m

with fresh garden soil and manure in 3 :1 proportion , mixing garden

soil and manure , thououghly well levellijg 1 or 2 year old healthy plant

as directed and maintaning till well established by wateing , weeding ,

stirring , replacing of the casualities , prunning etc complete .

252.50 One number 77.00 Rupees seventy-seven and paise nil only One number 19443.00

121 Planting Large Flowering /Shaddy Trees

Digging pit of size 0.9x0.9x0.9 mtr removing and Conveying unwanted

stuff as directed providing and filling the pit with approved excavated

material upto a height of 0.30 mtr and remaing ht of 0.60 m with fresh

garden soil and manure in 3:1 proportion , mixing garden soil and

manure throughly , well leveling , watering on previous night planting

1 or 2 year old healthy tree sapling as per specifications and maintaing

till well established by watering , weeding ,stirring , replacing of the

casualites etc complete.

33.00 One number 447.00 Rupees four hundred forty-seven and

paise nil only

One number 14751.00

122 Providing Mirror Polish to New/old Marble /Kota / granite stone

flooring /dado by polishing machine using superior polishing stone

of 0 to 6 no.of Suri Company and equivalent and applying superior

quality of polishing material including necessary labour

1284.56 One square

metre200.00 Rupees two hundred and paise nil only One square

metre

256912.00

123 Providing and fixing mild steel grill gate with angle iron frame

with iron bars at 150 mm C/C and diagonal flats as per the

detailed drawing including hinges, pivot blocks locking

arrangement welding, revetting with oil painting in three coats

of approved colour shade.

15 One square

metre

Compound wall 2217.50 Rupees two thousand two hundred

seventeen and paise fifty only

One square

metre

33263.00

124 Providing and applying three coats of water proof cement paint

of approved manufacture and of approved colour to new

plastered surfaces including scaffolding if necessary, cleaning

and preparing the surface, watering for two days complete.

(Sample and brand is to be got approved from Ex. Engineer

before use)

1539.66 One square

metre

Compound wall 60.00 Rupees sixty and paise nil only One square

metre

92380.00

125 Providing and fixing 15 mm dia. Ball cock medium type with PVC

float including sockets and necessary fittings and tested as per

municipal requirement, testing etc. complete.(Prior approval of sample

and brand by Ex.Engineer is necessary before use.) b)40 mm dia

8.00 One number EXTERNAL TOILET 525.00 Rupees five hundred twenty-five and paise

nil only

One number 4200.00

126 Providing and fixing Hindware European type white glazed

earthernware water closet with water jet and syphonic trap with

syphonic low level 10 litres UPVC cistern with UPVC seat and lid with

chromium plated brass hinges including UPVC soil and vent pipe upto

the outside face of the wall including 100 mm dia. UPVC plug bend,

inlet pipe, stop tap etc. all fittings, cutting and making good to the walls

and floor, testing etc. complete. (Prior approval of sample and brand by

Ex.Engineer is necessary before use.) (b) without flushing cistern with

flush cock and water jet

2.00 One number EXTERNAL TOILET 5000.00 Rupees five thousand and paise nil only One number 10000.00

127 Providing and fixing marble tablet of size and description as per

detailed drawings including moulded marble / 1:2 C.M. border.

2.00 One square

metre

EXTERNAL TOILET 2800.00 Rupees two thousand eight hundred and

paise nil only

One square

metre

5600.00

128 Providing and fixingc Hindware white glazed earthenware full stall

type Urinal with spreader flushing arrangement,stop tap with inlet

pipes and fitting including UPVC soil pipe, UPVC trap and soil pipe

connection upto the outside face of the wall, making good to damaged

surface testing etc. complete. (Prior approval of sample and brand by

Ex.Engineer is necessary before use.)

6.00 One number EXTERNAL TOILET 4500.00 Rupees four thousand five hundred and

paise nil only

One number 27000.00

129 Cutting down the road side thorny bushes (Wali babule etc.) having

girth from 5 cm to 20 cm including removing their roots, stacking and

conveying the materials upto 1.00 km, removing vegetation including

levelling ground as directed for both sides of road etc. complete As

directed by Engineer in charge.

17100.00 One square

metre

Land development 1.25 Rupees one and paise twenty-five only One square

metre

21375.00

130 Excavation for road way by mechanical means earth soil of all sorts

sand, gravel, soft murum including dressing section to the required

grade, camber and side slopes and conveying the excavated materials

with all lifts and spreading for embankment or stacking etc. as directed

by Engineer in charge.

1810.00 One Cubic

metre

Land development 60.00 Rupees sixty and paise nil only One Cubic

metre

108600.00

131 Excavation for road way by mechanical means in Soft murum

including dressing section to the required grade, camber and side

slopes and conveying the excavated materials with all lifts and

spreading for embankment or stacking etc. as directed by Engineer in

charge.

2330.75 One Cubic

metre

Land development 70.00 Rupees seventy and paise nil only One Cubic

metre

163153.00

132 Excavation for road way by mechanical means in Hard murum and

boulders including dressing section to the required grade, camber and

side slopes and conveying the excavated materials with all lifts and


charge.

1738.75 One Cubic

metre

Land development 75.00 Rupees seventy-five and paise nil only One Cubic

metre

130406.00

133 Conveying materials obtained from road cutting including all lifts,

laying in layers, breaking clods, dressing to 3% camber /design

superelevation , curves, grades and presceibed section for a lead of over

50 m.upto 300 m. as directed by Engineer-in-charge. B] 100 mt to 200

mt

5564.50 One Cubic

metre

Land development 34.00 Rupees thirty-four and paise nil only One Cubic

metre

189193.00

134 Watering and compacting the embankment formed of materials

obtained from the road cutting, departmental landsor other sources

within a lead of 50 m. after laying them inlayers of 20 cm to 30 cm

with 3% Camber and designsuperelevation etc. complete. (Compaction

with Power roller).

5725.85 One Cubic

metre

Land development 29.00 Rupees twenty-nine and paise nil only One Cubic

metre

166050.00

135 Providing and fixing anodized aluminium fully glazed doors

including door frame 5 mm thick sheet glass necessary fixtures and

fastenings, neoprene type rubber plain gaskets as per detailed drawing

and specifications etc. complete. (Sample to be got approved from Ex.

Engineer before use) b) For powder coated alluminium doors

8.40 One square

metre

Facility Centre 4212.00 Rupees four thousand two hundred twelve

and paise nil only

One square

metre

35381.00

136 Providing and Fixing collapsible steel gates in two leaves with

channel pickets, pivoted flat bars, including top and bottom guides,

rollers, stoppers, handles, all fitting accessories, locking arrangement

and one coat of red lead primer and two coats of oil painting etc.

complete.

8.64 One square

metre

Facility Centre 3000.00 Rupees three thousand and paise nil only One square

metre

25920.00




sockets,back nuts,elbows, bends, tees, reducers, enl

100.00 One running

metre

15 mm dia Pump house 210.00 Rupees two hundred ten and paise nil only One running

metre

21000.00

100.00 One running

metre

20 mm dia Pump house 250.00 Rupees two hundred fifty and paise nil

only

One running

metre

25000.00

100.00 One running

metre

25 mm dia Pump house 290.00 Rupees two hundred ninety and paise nil

only

One running

metre

29000.00

100.00 One running

metre

32 mm dia Pump house 350.00 Rupees three hundred fifty and paise nil

only

One running

metre

35000.00

100.00 One running

metre

40 mm dia Pump house 420.00 Rupees four hundred twenty and paise nil

only

One running

metre

42000.00

100.00 One running

metre

50 mm dia Pump house 515.00 Rupees five hundred fifteen and paise nil

only

One running

metre

51500.00









100.00 One running

metre

15 mm dia Pump house 210.00 Rupees two hundred ten and paise nil only One running

metre

21000.00

100.00 One running

metre

20 mm dia Pump house 230.00 Rupees two hundred thirty and paise nil

only

One running

metre

23000.00

100.00 One running

metre

17 mm dia Pump house 570.00 Rupees five hundred seventy and paise nil

only

One running

metre

57000.00

100.00 One running

metre

25 mm dia Pump house 275.00 Rupees two hundred seventy-five and

paise nil only

One running

metre

27500.00

100.00 One running

metre

32 mm dia Pump house 340.00 Rupees three hundred forty and paise nil

only

One running

metre

34000.00

100.00 One running

metre

40 mm dia Pump house 405.00 Rupees four hundred five and paise nil

only

One running

metre

40500.00

139 Finishing the terrece slab integrally mixed Sq.m

with water proofing compound in C.M. 1:3 with 12 mm thick layer

including curing, finishing,using waterproofing compound as approved

by Engineer-in-charge at the rate of 1 kg per bag of cement etc.

complete.(Note : Item not to be used as waterproofing treatment over

terreces.)

494.86 One square

metre

Pump house 164.60 Rupees one hundred sixty-four and paise

sixty only

One square

metre

81454.00

140 Providing and fixing country teak wood double leaf, 2nd class partly

panelled and partly glazed door without fanlight/ ventilator as per

drawings including mat finish stainless steel fixtures and fastenings and

finishing the wood work with one coat of primer etc. (excluding door

frame) complete.

5.74 One square

metre

Pump house 3500.00 Rupees three thousand five hundred and

paise nil only

One square

metre

20090.00

141 Providing and applying three coats of water proof cement

paint of approved manufacture and of approved colour to new




before use)

117.15 One square

metre

Pump house 60.00 Rupees sixty and paise nil only One square

metre

7029.00

142 Providing and fixing informatory sign boards in square or rectangular

shape of any size made out 16 guage (1.6 mm) thick mild steel sheet

painted with one coat of zinc chromate-stoveing primer and two coats

green stove enamel paint on front side and grey stove enamel on back

side and border / message / symbols etc. with cut out of white

retroreflective sheeting of engineering grade, including M.S. angle

frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size

65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle

iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black

and white bands of 25 cm width including G.I. fixtures etc. and fixing

the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm

including transportation etc. complete. The nut bolts of board with

angle iron post/supporting structure after fixing at site has to be

electrically welded. Retroreflective sheeting should be with five years

written warrenty from the manufacture & authorised

distributor/convertor,for satisfactory field performance, durability &

stipulated retroreflectance of retroreflective sheeting.

16.00 One square

metre

Signage 6380.00 Rupees six thousand three hundred eighty

and paise nil only

One square

metre

102080.00

143 Providing and fixing retro-reflectorised Cautionery/Warning sign

boards made out of retro reflective sheeting of micro prismatic grade

confirming to IRC:67:2012 & Type IV standards of ASTM D4956-09

specifications,fixed over 4 mm thick ACP sheet supported with back

support frame of 25 x 25 x 3 mm mild steel angle supported in Mild

steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x 50 x 5

mm M.S. bracing duly painted with synthetic enamel paint alternate

black and white bands of 25 cm of width including G.I. fixtures

etc.,firmly fixed to the ground by means of properly designed

foundation of M 20 grade cement concrete 45 cm x 45 cm x 60 cm ,60

cm below ground level complete including transportation etc. complete.

The nut bolts of board with angle iron post/supporting structure after

fixing at site has to be electrically welded. 10 years Warranty for Retro

Reflective sheeting from the original sheeting manufacturer and a

certified copy of the three years outdoor exposure report from an

Independent Test Lab for the product offered shall be submitted by the

Contractor (Bottom of Board shall be at least 2.6 m above Ground

level)

10.00 Each i)Size 90CM equilateral triangle 2400.00 Rupees two thousand four hundred and

paise nil onlyEach 24000.00

10.00 Each i)Size 60CM equilateral triangle 2000.00 Rupees two thousand and paise nil only Each 20000.00

144 Retro-Reflectorised Traffic Signs Providing and fixing of retro-

reflectorised cautionary, mandatory and informatory sign as per IRC:

67 made out retro reflecting sheeting of High intensity Prismatic grade

confirming to IRC-67:2012 & TYPE -IV standards of ASTM D4956-09

SPECIFICATIONS, fixed over 4 MM THICK ACP sheet supported

with back support frame of 25 x 25 x 3mm mild steel angle as approve,

supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5

mt long firmly fixed to the ground by means of properly designed

foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm,

60 cm below ground level as per approved drawing. The angle iron post

shall be duly painted with one coat of epoxy primer and two coats of

epoxy finish paints having alternate black and white bands of 25 cm

width including GI fixures and transportation etc complete.The nut

bolts of board with angle iron post/supporting structure after fixing at

site has to be electrically welded.7 (Seven) years warranty for Retro-

Reflective Sheeting from the original sheeting manufacturer and a


Independent Test Lab for the product

offered shall be submitted by the Contractor (Bottom of Board shall be

at least 2.6 m above Ground level)

10.00 Nos i) 90cm equilateral triajgle 3410.00 Rupees three thousand four hundred ten

and paise nil onlyOne Number 34100.00

10.00 Nos ii) 60cm equilateral triajgle 2335.00 Rupees two thousand three hundred thirty-

five and paise nil onlyOne Number 23350.00

10.00 Nos iii) 60cm circular 3045.00 Rupees three thousand forty-five and

paise nil onlyOne Number 30450.00

10.00 Nos iv)80cm x 60cm rectangular 4145.00 Rupees four thousand one hundred forty-

five and paise nil onlyOne Number 41450.00

10.00 Nos v) 60cm x 45cm rectangular 2975.00 Rupees two thousand nine hundred

seventy-five and paise nil onlyOne Number 29750.00

10.00 Nos vi) 60cm x 60 cm squre 3475.00 Rupees three thousand four hundred

seventy-five and paise nil onlyOne Number 34750.00

10.00 Nos vii) 90cm high octagon 5210.00 Rupees five thousand two hundred ten

and paise nil onlyOne Number 52100.00

145 Providing and fixing retro-reflectorised Mandatory / Regulatory

sign boards made out of retro reflective sheeting of micro prismatic

grade confirming to IRC:67:2012 & Type IV standards of ASTM

D4956-09 specifications,fixed over 4 mm thick ACP sheet supported

with back support frame of 25 x 25 x 3 mm mild steel angle supported

in Mild steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x

50 x 5 mm M.S. bracing duly painted with synthetic enamel paint

alternate black and white bands of 25 cm of width including G.I.

fixtures etc.,firmly fixed to the ground by means of properly designed









level)

10.00 Nos i) 60cm circular 2300.00 Rupees two thousand three hundred and


10.00 Nos ii)40cm circular 1900.00 Rupees one thousand nine hundred and


146 Direction and Place Indentification Signs with size more than 0.9 sqm

size board Providing and fixing retro-reflectorised direction and place

identification sign boards made out of retro reflective sheeting of micro

prismatic grade confirming to IRC:67:2012 & Type IV standards of

ASTM D4956-09 specifications,fixed over 4 mm thick ACP sheet

supported with back support frame of 35 x 35 x 5 mm mild steel angle

with area exceeding 0.9 sqm supported in Mild steel angle Iron post 75

x 75 x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly

painted with synthetic enamel paint alternate black and white bands of

25 cm of width including G.I. fixtures etc. ,firmly fixed to the ground

by means of properly designed foundation of M 20 grade cement

concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level complete

(as per MORT & H specification No.801) (for area more than 0.9

sqm)including transportation etc. complete.






Contractor

(This shall be only used for N.H./M.S.H./S.H.)(Bottom of Board shall

be at least 2.6 m above Ground level)

11.25 One square

metre

Signage 8256.00 Rupees eight thousand two hundred fifty-

six and paise nil only

One square

metre

92880.00

147 Signs with size more than 0.9 sqm Size Board.

Direction and Place Indentification

Signs upto 0.9 sqm Size Board.



Reflective sheeting from the original sheeting anufacturer and a



Contractor (This shall be only used for N.H./M.S.H./S.H.)(Bottom of

Board shall be at least 2.6 m above Ground level)

(This shall be only used for N.H./M.S.H./S.H.)(Bottom of Board shall

be at least 2.6 m above Ground level)

11.25 One square

metre

Signage 7232.00 Rupees seven thousand two hundred thirty-

two and paise nil only

One square

metre

81360.00

148 Providing and fixing R.C.C. 1:2:4 200 m. stone of size (15 X 10 X 65

cm ) as per I.R.C. design (IRC 26-1967) including cost of

reinforcement @ 100 kg / cum), painting, numbering, fixing in

standard size (35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.

400.00 Each Signage 330.00 Rupees three hundred thirty and paise nil

onlyEach 132000.00

149 Providing and fixing R.C.C. 1:2:4 boundary stone of size (15 X 15 X

90 cm ) including cost of reinforcement @ 100 kg / Cum as per type

design including painting, numbering, fixing in standard size (45 X 45

X 75 cm ) C.C. 1:4:8 block etc complete.

50.00 Each Signage 770.00 Rupees seven hundred seventy and paise

nil onlyEach 38500.00

150 Providing and fixing of Median Marker that are made of tough,high

impact resistant injection molded, thermoplastic body with an isosceles

trapezoidal structure of length,width and height not less than 15 cm ,10

cm and 10 cm respectively and thickness not less than 1.8 mm ,the

body structure shall be rounded at its acute angle ,all the corners and

edges.The plastic used for molding the Median Marker shall have a

minimum Notched Izod Impact strength value of 600 J/m at room

temperature ,when tested in accordence with ASTM D256 and shall

retain at least 70% of this value when subjected to accelerated

weathering for 1000 hrs. as per ASTM G1566 or UL746C.The logo of

the manufactur-er shall be embossed on either side of the body in the

injection molding process.The median Marker shall have rectangular

shaped fluroscent yellow colour retroreflective sheeting of size not

less than 8.5 cm x 8.5 cm and fully reflective micro prismatic cube

corners as its retro-reflective elements as per IRC 67 ,2010 and ASTM

D4956 type XI specifications reflectivity values.The retrreflective

sheeting shall be one or both sides of the median Marker and shall be

edge protected with no exposed edges which will prevent edge lifting,

vandalism,sheeting damage etc.The Median Marker shall be fixed by a

combination of epoxy adhesive and grouting.

100.00 Nos Signage 575.00 Rupees five hundred seventy-five and

paise nil onlyEach 57500.00

151 Supplying and fixing of Molded Shank Raised Pavement Markers made

of Polycarbonate and ABS moulded body and reflective panels with

micro prismatic lens capable of providing totl internal reflection of the

light entering the lens face and shall support a load of 16000 kg tested

in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORT&H Circular

No,RW/NH/33023/10-97-DO III Dt.11.6.1997.The height width and

length shall not exceed 50 mm,100 mm and 102 +/- mm and with

minimum reflective area of 13 sqcm on each side and slope to the base

shall be 35 +/- 5 degree.The strength of detachment of the integrated

cylindrical shanks (of diameter not less than 19 +/- 2 mm and height

not less than 30 +/- 2 mm ) from the body is to be a minimum value of

500 Kgf.Fixing will be by drilling holes on the road for the shanks to go

inside,without nails and using epoxy resin based adhesiv as per

manufacturer's reccommendation and complete as directed by the

Engineer

100.00 Nos Signage 400.00 Rupees four hundred and paise nil only One Number 40000.00

152 Providing and laying of hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass beads as per

IRC:35 .The finished surface to be level, uniform and free from streaks

and holes etc complete.

968.50 One square

metre

Signage 500.00 Rupees five hundred and paise nil only One square

metre

484250.00

153 Supplying trap /granite /quartzite / gneiss stone metal of required size

by bringing the boulders at the road side breaking them to required

gradation including conveying the boulders and stacking the broken

metal etc. complete. (Prior approval of sample

157.52 One Cubic

metre

Parking 490.50 Rupees four hundred ninety and paise fifty

only

One Cubic

metre

77264.00

154 Supplying murum having PI < 6 at the road side, including conveying

and stacking complete.

59.86 One Cubic

metre

Parking 460.50 Rupees four hundred sixty and paise fifty

only

One Cubic

metre

27566.00

155 Spreading 80 mm metal including sectioning complete.

157.52 One Cubic

metre

Parking 30.00 Rupees thirty and paise nil only One Cubic

metre

4726.00

156 Spreading gravel / sand / soft murum /avilable murum over rubble

soling /W.B.M.surface blanketing berms etc.complete.

59.86 One Cubic

metre

Parking 19.00 Rupees nineteen and paise nil only One Cubic

metre

1137.00

157 Compacting the sub grade/gravel/ oversize metal (200 mm loose) layers

for all widths with static roller including necessary, labour, materials

and artificial watering complete.

1050.00 One square

metre

Parking 13.00 Rupees thirteen and paise nil only One square

metre

13650.00

158 Providing & fixing of approved thickness interlocking concrete

pavers (Monolithic single layer preacast concrete blocks) of grey

cement in red,black,brown or any colour with pigments @ 3% by

weight of cement having average crushing strength 50 N/Sqmm placed

on uniformly graded river sand sand cushioning of average 25 mm

thickness with proper compaction with mechanical compactor in proper

line ,level,grade and camber as directed etc complete Prior permission

of Chief Engineer in writing is necessary before execution of item of

paving block as per Govt. Resolution No. CAT-10/11/ case no.

360/Building, Mantralaya Mumbai, Dated 09/12/2011. A) 100mm

thick in M-40 Grade C1:-Plane

1050.00 One square

metre

Parking 900.00 Rupees nine hundred and paise nil only One square

metre

945000.00

219.00 One square

metre

Parking 600.00 Rupees six hundred and paise nil only One square

metre

131400.00

Internal Road

159 Excavation for catch / side water gutter in all sort of soils, soft murum

etc. to the specified section including stacking the excavated stuff in

regular bund and disposing off unsuitable or excess stuff upto a lead of

50 m and spreading as directed by Engineer-in-charge.

1827.00 One Cubic

metre

Internal Road 80 Rupees eighty and paise nil only One Cubic

metre

146160.00

160 Excavation for foundation in hard murum including shoring and

strutting as necessary and disposing off excavated stuff within lead of

100 m as directed etc. complete. Lift upto 1.5 meter

152.22 One Cubic

metre

Internal Road 190 Rupees one hundred ninety and paise nil

only

One Cubic

metre

28922.00

161 Providing rubble filling of trap / granite / quartzite / gneiss stones in

foundation including hand packing filling gravel / sand in the voids etc.

complete.

342.09 One Cubic

metre

Internal Road 677.30 Rupees six hundred seventy-seven and

paise thirty only

One Cubic

metre

231698.00

162 Providing granular sub-base by close graded material, mixing in a

mechanical mix plant at OMC, carriage of mixed Material to work site,

spreading in uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired density

etc. complete as per clause 401. Grading-II Material

1202.40 One Cubic

metre

Internal Road 1218.00 Rupees one thousand two hundred

eighteen and paise nil only

One Cubic

metre

1464523.00

163 Providing, Laying, Spreading and compacting stone aggregates of

specific sizes to Water Bound Macadam specification including

spreading in uniform thickness, hand packing, rolling with 3-wheeled

steel/vibratory roller 8 to 10 tonnes in stages to proper grade and

camber, applying and brooming requisite type of screening/binding

material to fill up the interstices of coarse aggregate, watering and

compacting to the required density, etc. complete. For metal grade I,

using stone screening type A stone screening type A

579.60 One Cubic

metre

a) For metal grade I, using stone screening type A 1546.50 Rupees one thousand five hundred forty-

six and paise fifty only

One Cubic

metre

896351.00

As per RA

289.81 One Cubic

metre

b) For metal grade II, using stone screening type B 1696.50 Rupees one thousand six hundred ninety-

six and paise fifty only

One Cubic

metre

491663.00

164 Providing and constructing 75 mm.thick bituminious bound macadam

(BBM) road surface including supplying all materials, preparing the

existing road surface, spreading 40mm. stone metal layers 30% crusher

broken metal + 70% Hand broken (by breaking rubble obtained by

blasting) heating and spraying the bitumen of 60/70 grade @ 2 Kg /

sqm, spreading 12 mm.size chips compacting with power roller etc.

complete. a) On existing WBM surface including picking.

3720.00 One square

metre

Internal Road 210.25 Rupees two hundred ten and paise twenty-

five only

One square

metre

782130.00

165 Providing and laying Hot Mix Hot Laid Bituminous Macadam of

required 50 mm thickness with required 3.40 % of bitumen of VG 30,

by weight of total mix for levelling course to remove irregularities,

including all materials and crushed aggregates of require grading,

premixed with bitumen binder , including diversion of traffic, heating

bitumen and chips in suitable plant, laying biituminous macadam over

a previously prepared surface by hydrosatics paver finisher with sensor

control to the required grade level and aligment , including compacting

with vibratory roller, transportation and cost of all mterials, cleaning

etc complete .B]For thikness of 50to 70mm with 3.4% Bitumen and

Grading II coarse aggregate 2 USING DRUM MIX type hot mix plant

with SCADA and V-sat attachment ,Transporting the hot mix

maaterial to site with VTS [vehicle tracking sytem]

186.00 One Cubic

metre

Internal Road 7644.40 Rupees seven thousand six hundred forty-

four and paise forty only

One Cubic

metre

1421858.00

166 Providing and laying bituminous concrete using crushed aggregates of

specified grading premixed with bituminous binder @ 5.00 per cent by

weight of total mix and filler, transported to site with VTS , laid over a

previously prepared surface, finished to the required grade, level,

alignment, and rolling to achieve the desired compaction VG-30

Bitumen,Excluding tack coat. USING 80 TPH Batch mix type hot mix

plant with SCADA, Sensor Paver, Intelligent Compactor with

compaction analyzer and V-Sat attachment with Stone Dust filler

93.00 One Cubic

metre

Internal Road 9151.40 Rupees nine thousand one hundred fifty-

one and paise forty only

One Cubic

metre

851080.00

167 Providing and laying in situ cement concrete of 1:4:8 proportion with

trap / granite / quartzite / gneiss metal in foundation including

necessary compacting and curing complete. (Including plywood/ steel

formwork) The C.M. 1:3 plaster is considered for rendering uneven and


gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not

be allowed).

305.55 One Cubic

metre

SLAB/CC Drains 3107.8 Rupees three thousand one hundred

seven and paise eighty only

One Cubic

metre

949588.00

168 Providing and laying in situ cement concrete of M-15 / 1:2:4 with trap

/ granite / quartzite / gneiss metal in Drain wall including plywood/

steel formwork and steel centering, compaction by vibrator, finishing

uneven and honeycombed surface with C.M.1:3 of sufficient minimum

thickness to give smooth and even surface, filling joints with bitumen,

curing etc. complete. (Excluding cost of reinforcement.) The C.M. 1:3

plaster is considered for rendering uneven and honeycombed surface

only. Newly laid concrete shall be covered by gunny bag, plastic,

tarpaulin etc. (Wooden centering/formwork will not be allowed).

286.05 One Cubic

metre

SLAB/CC Drains 4644.20 Rupees four thousand six hundred forty-

four and paise twenty only

One Cubic

metre

1328473.00

169 Providing and fixing reinforced cement concrete cover in M-20 grade

of 7.5 cm thick over manhole and inspection chamber including mild

steel reinforcement, curing testing etc. complete. (1.15 m x 0.6 m. size)


use.)

100.00 One number SLAB/CC Drains 875 Rupees eight hundred seventy-five and

paise nil only

One number 87500.00

170 Providing and fixing A.C./ UPVC pipes of 100 mm diameter and of

required length for For weep holes in abutment.riding return including

necessary inverted filter etc complete.

263.00 One running

metre

SLAB/CC Drains 125 Rupees one hundred twenty-five and

paise nil only

One running

metre

32875.00

171 Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite /

gneiss metal in foundation as levelling course including necessary

bailing out water, including plywood/steel form work, steel centering,

compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster

is considered for rendering uneven and honeycombed surface only.


etc. (Wooden centering/ formwork will not be allowed).

18.27 One Cubic

metre

SLAB/CC Drains 3507.80 Rupees three thousand five hundred

seven and paise eighty only

One Cubic

metre

64088.00

172 Providing and laying C.C. M-20 of required grade of trap / granite /

quartzite / gneiss metal for cast in situ piers, abutments, returns, wings

etc. including provision of 'V' shaped false joints to form suitable

panels on the faces to approved design including plywood/ steel

formwork, steel centering, compaction by vibrating finishing uneven

and honeycombed surface with C.M.1:3 of sufficient minimum

thickness to give a smooth and even surface or roughening the surface

if special finish is to be provided, curing and bailing out water. The

C.M. 1:3 plaster is considered for rendering uneven and honeycombed

surface only. (Excluding reinforcement, including cover block) Newly


(Wooden centering / formwork will not be allowed). b) For C.C. M-

20grade

139.68 One Cubic

metre

SLAB/CC Drains 4836.20 Rupees four thousand eight hundred thirty-


One Cubic

metre

675520.00

173 Providing and laying in situ Cement concrete of M-25 required grade

of trap / granite / quartzite / gneiss metal for R.C.C Work in solid /

deck slab including plywood/steel formwork, steel centering,

compaction by vibrating finishing uneven and honeycombed surface

with C.M.1:3 of sufficient minimum thickness to give a smooth and

even surface or roughening the surface if special finish is to be

provided, curing and finishing in cement plaster (Excluding

reinforcement, including cover block) The C.M. 1:3 plaster is



(Wooden centering / formwork will not be allowed). b) For C.C. M-25

grade

163.64 One Cubic

metre

SLAB/CC Drains 5936.2 Rupees five thousand nine hundred thirty-


One Cubic

metre

971400.00

174 Providing 90 cm thick flexible stone mat as per standard drawing

including supplying all materials at work site spreading and

compaction etc. complete.

594.00 One square

metre

SLAB/CC Drains 752.30 Rupees seven hundred fifty-two and paise

thirty only

One square

metre

446866.00

175 Providing selected murum (having PI < 6 ) filling including laying in

layers of 15 cm to 20 cm watering and compacting etc. complete.

199.80 One Cubic

metre

SLAB/CC Drains 341.40 Rupees three hundred forty-one and paise

forty only

One Cubic

metre

68212.00

176 Providing and fixing trap / granite / quartzite / gneiss guard stone/

indicator stone of standard size (15 X 15 X 15 cm ) and shape

including fixing in block of standard size (45 X 45 X 45 cm ) of

C.C. 1:4:8 with white washing etc. complete.

50.00 One number Internal Road 495 Rupees four hundred ninety-five and paise

nil only

One number 24750.00

177 Providing R.C.C. 1:2:4 5'th Km. Stone on S.H. and M.D.R. etc.

including cost of reinforcement @ 100 kg / cum), painting, numbering

etc. complete as per IRC design (IRC 8-1980) for highway 5th km.

Stones and fixing in standard size (55 X 80 X 60 cm ) C.C. 1:4:8 block

etc complete.

2.00 One number Internal Road 3300 Rupees three thousand three hundred and

paise nil only

One number 6600.00

178 Providing R.C.C 1:2:4 ordinary km. Stones including cost of

reinforcement @ 100 kg / cum) painting numbering etc. complete for

S.H. way and M.D.R. as per IRC design (IRC 8-1980) for highway km

stone and fixing in standard size (63 X 63 X 60 cm ) C.C. 1:4:8 block

etc complete.

4.00 One number Internal Road 1950 Rupees one thousand nine hundred fifty

and paise nil only

One number 7800.00

179 Providing R.C.C. 1:2:4 ordinary km. stones, for ODR and V.R.

including cost of reinforcement @ 100 kg / cum) painting numbering

etc. complete as per I.R.C. design (IRC 8-1980) for highway km.stone

and fixing in standard size (67 X 50 X 60 cm ) C.C. 1:4:8 block etc

complete.

4.00 One number Internal Road 1650 Rupees one thousand six hundred fifty

and paise nil only

One number 6600.00

180 Providing and fixing R.C.C. precast cement concrete M-15 pedestal OF

SIZE 0.75 X 0.75 X 0.20 m including cost of steel reinforcement for

Km.stone as per detailed drawing and specification including

transportation of pedestal Block , all lifts etc. complete.

20.00 One number Internal Road 1675 Rupees one thousand six hundred seventy-


One number 33500.00

181 Providing sills of polished Green Kota stone 20mm to 25mm

thick, on a bed of cement mortar 1:4 including cement float,

filling joints with slurry, curing, polishing, cleaning complete.

2.90 One square

metre

Control Room 789.25 Rupees seven hundred eighty-nine and

paise twenty-five only

One square

metre

2289.00

182 Proviing fire extinguisher , CO 2 type 2.0 KG with

horn and pipe capacity etc complete.

5.00 One number Control Room 4200.00 Rupees four thousand two hundred and

paise nil only

One number 21000.00

183 Proviing and fixing fire extinguisher , CO 2 type 4.5

KG with horn and pipe capacity etc complete.

5.00 One number Control Room 7500.00 Rupees seven thousand five hundred and

paise nil only

One number 37500.00

184 Proviing and fixing fire extinguisher , CO 2 type 10

KG capacity dry chemical powder pipe with horn and

pipe etc complete.

5.00 One number Control Room 3350.00 Rupees three thousand three hundred fifty

and paise nil only

One number 16750.00



pipe etc complete.

5.00 One number Control Room 2400.00 Rupees two thousand four hundred and

paise nil only

One number 12000.00

186 Proviing and fixing fire extinguisher , water type 9

LT capacity etc complete.

5.00 One number Control Room 1900.00 Rupees one thousand nine hundred and

paise nil only

One number 9500.00

Rs. 56398366

T.S. NO 01 /SE/ Washim /Budget/Building/4059PWD/ 2015-16/ FOR RS, 60064240 /-

CHECKED BY -

Sub Divisional Officer Executive Engineer

Public Works Sub Division Public Works Division

Washim Washim

SCHEDULE " C "

I.NO. ITEM OF WORK

SPECIFICATION AS PER STD. SPECIFICATION 1979

EDITION ADDITIONAL CLAUSE AND SPECIFICATION IF ANY

1 2 3 4

1 Excavation for foundation in earth, soils of all types, sand, gravel and

soft murum, including removing the excavated material upto a distance

of 50 m. beyond the building area and stacking or spreading as

directed,, preparing the bed for the foundation and necessary back

filling, ramming, watering, including shoring and strutting as necessary

complete. Spec. No. : Bd.A.1/ Page No. 259

(1) Rate is inclusive of dewatering manually, no extra payment

shall be made on this account. (2) The useful excavated available

material shall be used for filling in plinth and soling. (3) The size

viz. length , width and depth of excavation shown on drawing

are tentative and may vary in actual execution. (4) The decision

regarding strata classification by the Engineer - in - charge shall

be final and binding on the contractor.

2 Excavation for foundation in hard murum including removing the

excavated material upto distance of 50 meters beyond the building area

and stacking or spreading as directed, preparing the bed for the

foundation and necessary back filling, ramming, watering including

shoring and strutting etc. complete. A) i. Lift upto 1.5 m. Spec. No. : Bd.A. 2/Page No. 259








3 Excavation for foundation in Hard Murum and boulders including

removing the excavated materials upto a distance of 50 meters, beyond

the building area and stacking or spreading as directed, preparing the

bed for the foundation and necessary back filling, ramming, watering

including shoring and strutting etc. complete.Spec. No. : Bd.A. 3/Page No. 259









4 Excavation for foundation in soft rock, and old cement or lime masonry

foundations including removing the excavated materials upto a distance

of 50 meters beyond the building area and stacking as directed,

preparing the bed for the foundation and necessary back filling,

ramming, watering, including shoring and strutting etc.complete.

ii. Lift apto 1.5 m .Spec. No. : Bd.A. 4/Page No. 259








5 Providing Preconstructional Antitermite treatment by treating the

bottom surface and the sides of excavation at the rate of 3 litres of


CHLORPYRIFOC 20% EC, ISI approved conforming (I.S.8944), (i.e

by diluting 5 ltr. of chlorpyrifoc 20% EC, with 95 ltr. of water) and

spraying by high volume sprayer on one square metre surface area with

ten years guarantee bond as per I.S.6313 (Part II 1971)

Spec.No.As per

I.S.8944

(1) As directed by Engineer Incharge and as per wording of

item. (2) Rates are inclusive all leads and lifts .

6 Providing and laying in situ, cement concrete M-15 of trap/

granite/quartzite/gneiss metal for foundation and bedding including

bailing out water, plywood/steel formwork, compacting, finishing

uneven and honeycombed surface, curing etc. complete. The Cement




allowed.)

Spec.No.Bd.E.1/P.No.287/I.S. 456[2000]

(1) The work shall be executed as per the direction of Engineer

in - charge . (2) Only crusher broken metal shall be used. (3)

The concrete shall be mixed in weigh batch mixture (4) The rate

is inclusive of all leads and lifts. (5) Dewatering if required shall

be carried out by contractor at no extra cost to Government . (6)

Minimum cement content shall be 170 kilogram per cubic metre.

(7) The river sand brought on site shall be washed by sand

washing machine prior to mixing for concrete. No claim or

enhancement of rate due to this provision shall be entertained.

(7a) Preferably river sand shall be used for concreting. However

crushed stone sand is permitted if river sand is not available

after due approval of Engineer in charge. In such case rates for

concreting will be suitably reduced. (8) All the materials such as

cement , sand , metal and water shall be got tested as per

frequency and approved from the Engineer - in - Charge.

7 Providing and laying in situ cement concrete of required grade of trap /

granite/ quartzite / gneiss metal for R.C.C. work in foundations like

raft, grillages, strip foundations and footings of R.C.C. columns and

steel stanchions including bailing out water, plywood/steel formwork,

compaction, curing and roughening the surface if special finish is to be

provided, finishing uneven and honeycombed surface with C.M. 1:3 of

sufficient minimum thickness to give smooth and even surface etc.

complete. (Excluding reinforcement and structural steel, including



covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will

not be allowed) b) For C.C.M-25 Cu.m

Spec.No.Bd.E.1/P.No.287/I.S. 456[2000]

(1) M 20 & M 25 concrete shall be provided instead of cement

concrete 1:1.5:3 & 1:1:2 as specified in BD F-5. (2) Use of

admixture shall be permitted , however no extra payment will

be made on that account. (3) The appropriate mix design shall

be got approved well in advance from approved laboratory,

before starting of work (4) The charges for mix design shall be

borne by the contractor. (5)Cement from same stock sent for mix

design shall be used for concrete work. (6) Before concreting

work , cement from each consignment shall be got tested and if

required the mix shall be got modified to strength of fresh

cement available in stock and concreting work shall be done

according to redesigned mix without any extra cost to

Government. (7) Dewatering if required , by any means shall be

carried out by contractor at no extra cost to Government. (8) The

river sand brought on site shall be washed prior to mixing for

concrete. This condition is applicable for sand related items

elsewhere. No claims or enhancement of rates due to this

provision shall be entertained. (9) Preferably river sand shall be

used for concreting. However crushed stone sand is permitted if

river sand is not available after due approval of Engineer in

charge. In such case rates for concreting will be suitably

reduced.

(10) Mix design shall be reverified / modified after every four

months or whenever there is change in source of quarry

materials , whichever is earlier. Charges of mix design shall be

borne by contractor. (11) The cement consumption considered

for this item is 375 kilogramme / cubic metre of concrete.

However actual cement consumption shall be as per approved

mix design. (12) All the materials such as cement , sand , metal

and water shall be got tested and approved from the Engineer -

in - Charge. (13) The concrete shall be mixed in weigh batch

mixture (14) All the relevant specifications from the book of

standard specifications for concrete ( Red book ) and provisions

as per I.S. :456 - 2000 for RCC works shall be applicable to this

item. (15) Mode of measurement shall be as per B 6.15 of

standard specification on page 38. Part rate as approved by

Engineer - in - Charge shall be considered for payment at the

time of running account bill. Releasing of full rate shall be

considered only after submission of test results of concrete cubes

which shall satisfy the acceptance criteria given in I.S. 456 - 2000.

(16) The minimum cement content shall not be less than that

specified in I.S. 456 - 2000. (17) Adjustable props and fasteners

shall be used for scaffolding. (18) The item is inclusive of

preparing and placing concrete cover blocks of M-25 grade of

required size as per IS : 456-2000 without extra cost to

Government of Maharashtra."

8 Providing and casting in situ cement concrete of required grade of trap

/ granite /quartzite/ gneiss metal for R.C.C. columns as per detailed

design and drawings or as directed, including steel centering, plywood/

steel formwork, compaction, finishing uneven and honeycombed


smooth and even surface or roughening the surface if special finish is

to be provided and curing etc. complete. (Excluding

reinforcement,including cover block) The Cement Mortar 1:3 plaster is



(Wooden centering will not be allowed) b) For C.C.M-20 Cu.m

Spec.No: Bd.F.5/Page No. 300/I.S. 456(2000)

C.S.R. Item No. 3 Page No. 11 Spec.No.Bd.F./P.No.300/I.S. 456[2000]

(1 ) Plywood or Mild Steel plates shall be used for formwork.

(2 ) M 20 & M 25 concrete shall be provided instead of cement

concrete 1:1.5:3 & 1:1:2 as specified in BD F - 5. (3) Use of





borne by the contractor. (6) Cement from same stock sent for

mix design shall be used for concrete work. (7) No extra

payment shall be made for finishing the work in cement mortar

1:3 if required to be executed as directed by Engineer in Charge .

(8) Cement from same stock sent for mix design shall be used for

concrete work." (9) Before concreting work , cement from each

consignment shall be got tested and if required the mix shall be

got modified to strength of fresh cement available in stock and

concreting work shall be done according to redesigned mix

without any extra cost to Government. (10) Additional

specification attached on Page No 117 to 125 separately shall

also be applicable to this item. (11) The formwork and steel

centering specification are separately attached on Page No 118

to 121.

(12) The river sand brought on site shall be washed prior to its

mixing for concrete. This condition is applicable for sand related

items elsewhere. No claims or enhancement of rates due to this

provision shall be entertained." (13) Preferably river sand shall

be used for concreting. However crushed stone sand is

permitted if river sand is not available after due approval of

Engineer in charge. In such case rates for concreting will be

suitably reduced. (14) Mix design shall be reverified / modified

after every four months or whenever there is change in source of

quarry materials , whichever is earlier. The charges for mix

design shall be borne by the contractor. (15) The cement

consumption considered for this item is 375 kilogramme/cubic

metre of concrete. However actual cement consumption shall be

as per approved mix design. (17) The concrete shall be mixed in

weigh batch mixture


/ granite /quartzite /gneiss metal for R.C.C. beams and lintels as per

detailed design and drawings or as directed, plywood/steel formwork ,

compaction, finishing uneven and honeycombed surface with C.M.1:3

of sufficient minimum thickness to give a smooth and even surface or

roughening if special finish is to be provided and curing etc. complete.

(Excluding reinforcement, including cover block). The Cement Mortar

1:3 plaster is considered for rendering uneven and honeycombed

surface only. Newly laid concrete shall be covered by gunny bag,

plastic, tarpaulin etc. For C.C.M-20

Spec.No.Bd.F.6/P.No.300/I.S. 456[2000]





















to 121.


/ quartzite / granite/gneiss metal for R.C.C. chajja as per detailed

design and drawings including steel centering, plywood/ steel

formwork, steel props, compaction finishing uneven and honeycombed



to be provided and curing etc. complete. (Excluding reinforcement,


rendering uneven and honeycombed surface only.Newly laid concrete


Spec.No.Bd.F.9/P.No.303/I.S. 456[2000]











/ granite /quartzite /gneiss metal for R.C.C slabs and landings as per

detailed design and drawings including steel centering, plywood /steel

formwork, steel props, compaction, finishing uneven and honeycombed



to be provided and curing etc. complete. (Excluding reinforcement,


rendering uneven and honey combed surface only. Newly laid concrete


centering will not be allowed)

Spec.No.Bd.F.8/P.No.302/I.S. 456[2000]





















to 121.















weigh batch mixture


/ granite / gneiss / quartzite metal for R.C.C. pardi 75 mm thick

including steel centering, plywood /steel formwork, compaction,

finishing uneven and honeycombed surface with C.M. 1:3 of sufficient

minimum thickness to give a smooth and even surface or roughening

them if special finish is to be provided and curing

etc.complete.(Excluding reinforcement, including cover block) The


honeycombed surface only.( Newly laid concrete shall be covered by


allowed)

Spec.No.: Bd.F.11/Page No.304/I.S. 456 (2000)

C.S.R. Item No. 16 Page No. 16

Spec.No.Bd.F.11/P.No.304/I.S.

456[2000]















got modified to strength of fresh cement available in stock and 13 Providing and casting in situ cement concrete of required grade of trap

/ quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of

staircases as per detailed design and drawings or as directed including

steel centering, plywood/ steel formwork, steel props, compaction,

finishing uneven and honeycombed surface with C.M. 1:3 of sufficient

minimum thickness to give a smooth and even surface or roughening

the surface if special finish is to be provided and curing etc. complete.

(Excluding einforcement, including cover block) The Cement Mortar

1:3 plaster is considered for rendering uneven and honeycombed

surface only. (Newly laid concrete shall be covered by gunny bag,

plastic, tarpaulin etc.) (Wooden centering will not be allowed) a) For

C.C.M-20 Spec.No.: Bd.F.13/Page No.305/I.S. 456 (2000)


Spec.No.Bd.F.13/P.No.305/I.S.

456[2000]















/ quartzite /granite /gneiss metal for R.C.C. canopy as per detailed

design and drawings including steel centering, plywood / steel

formwork, steel props,compaction, finishing uneven and honeycombed


smooth and even surface or roughening surface if special finish is to be

provided and curing etc. complete. (Excluding reinforcement, including



covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will

not be allowed) a) For C.C.M-20

Spec.No.: Bd.F.10/ Page No.304/I.S. 456 (2000) 8

C.S.R. Item No. 7 Page No. 12 Spec.No.Bd.F.9/P.No.303/I.S. 456[2000]





















to 121.

15 Providing and fixing in position reinforcement of various diameters for

R.C.C. pile caps, footings, foundations, slabs, beams and columns,

canopies, staircases, newels, chajjas, lintels, pardies, coping, fins,

arches etc. as per detailed design and drawings and schedules including

cutting, bending, hooking the bars, binding with wires or tack welding

and supporting as required completed. a) For TMT Fe 415 Grade steel

bars ( If Mild steel / HYSD bars steel is to be used prior permission

from S.E.should be taken )

Spec.No.Bd.F.17/P.No.306/For TMT Fe

415 steel bars















weigh batch mixture

16 Providing and laying 50 mm thick layer in cement mortar 1:8 below

plinth beam including floating, watering, curing and leveling and

ramming the bed if necessary before laying the layer etc. complete.

Spec.No.: As directed by Engineer- in-charge

Spec. No. : As directed by Engineer-in-

charge.


item. (2) The river sand brought on site shall be washed prior to

its mixing for mortar. No claims or enhancement of rates due to

this provision shall be entertained. (3) Curing shall be done by

sprinkling water on the surface for a minimum period of 14

days. Plastered surface shall be immediately covered after

finishing , application of water shall be started after final setting

time of concrete. (6) Only 43 grade cement shall be used for all

plastering work."

17 Providing Fly ash lime brick masonry (bricks conforming to I.S.12894

: 1990 of size 19 cm x 9 cm x 9 cm ) in cement mortar 1:6 in

foundations and plinth of inner walls / in plinth of external walls

including bailing out water, striking joints on unexposed faces, racking

out joints on exposed faces and watering complete.

Spec.No.: Bd.G.1/Page No.313


(1)The bricks shall be well burnt without damaging to the edges

and shall be soaked in water before use in masonry. The rates

are inclusive of all leads and lift. (2) The river sand brought on

site shall be washed prior to its mixing for masonry. No claims

or enhancement of rates due to this provision shall be

entertained.

18 Filling in plinth and floors with approved excavated materials in 15 cm.

to 20 cm. layers including watering and compaction complete. Spec. No. : Bd.A. 10/Page No. 262

(1) The compaction should be done with heavy rammer as

directed by Engineer in charge to his satisfaction. (2) The

material for filling shall be approved from Engineer - in - charge

before use.

19 Filling in plinth and floors with contractors approved material / murum

in 15 cm to 20 cm layers including watering and compaction complete. Spec. No. : Bd.A. 11/Page No. 263

(1) The compaction should be done with heavy rammer as

directed by Engineer in charge to his satisfaction. (2) The

material for filling shall be approved from Engineer - in - charge

before use.

20 Providing Preconstructional Anti- termite treatment by treating the top

surface of plinth filling at the rate of 5 litres of emulsion concentrate of

one percent concentration of CHLORPYRIFOC 20% EC ISI approved

conforming (I.S.8944) to per square metre of surface area by high

volume sprayer with ten years guarantee bond as per I.S.- 6313 (Part

III) of 1971.

Spec.No.: As per I.S. 8944



21 Providing soling using 80 mm size granite / quartzite / gneiss / trap

metal in 15 cm. layer including hand packing filling voids with sand /

grit, ramming, watering etc complete. Spec. No. : As directed by Engineer-in-

charge.

The size of trap metal should be 80 milimeter and sample of

metal shall be approved from Engineer - in - Charge before use .

The compaction should be done with heavy rammer as directed

by Engineer in charge to his satisfaction. And the item shall be

carried out as per wording of the item and as directed by

Engineer - in - charge.

22 Providing and laying in situ, cement concrete M-10/(1:3:6) of

trap/granite/quartzite/gneiss metal for foundation and bedding

including plywood/steel formwork bailing out water, compacting,

finishing uneven and honeycombed surface, curing etc. complete. The




allowed.)

Spec.No. Bd.E.1/P.No.287/I.S.[2000]
















23 Providing Fly ash lime Brick masonry ( Bricks conforming to

I.S.12894 : 1990 and of size 19 cm x 9 cm x 9 cm)in cement mortar 1:6

in super structure including striking joints, racking out joints watering

and scaffolding complete. Spec.No.: Bd.G.5/Page No.315

(1) The bricks shall be well burnt without damaging to the edges





entertained.

24 Providing Fly ash lime Brick masonry (Bricks conforming to I.S.

12894:1990 and of size19 cm x 9 cm x 9 cm ) bricks in cement mortar

1:4 in half brick thick wall including 75 mm thick band in C.C. 1:2:4

after every eleventh layer with mild steel Longitudinal reinforcementof

2 bars of 8 mm diameter, scaffolding, racking outjoints and watering

etc. complete. ( The C.C. band to be provided along with M.S.

reinforcement.)


(1) The bricks shall be well burnt without damaging to the edges





entertained.

25 Providing and casting in situ cement concrete of required grade of trap/

granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs,

block in course, or architraves of required size and shapes including

steel centering, plywood/steel formwork, compacting, roughening them

if special finish is to be provided,finishing uneven and honeycombed

surface and curing etc. complete. The Cement Mortar 1:3 plaster is



(Wooden centering will not be allowed.)

Spec.No.Bd.E.5/Page No.290/I.S.456 (2000)



26 Providing and applying putty to old/ new plastered surfaces in two

coats to receive approved paint in all positions including all

materials,labour scaffolding and curing etc. complete. B) New Surface

Spec.No.: As directed by Engineer- in-

charge.

(1) The material shall be got approved before starting the work.


item.

27 Providing internal cement plaster 12 mm thick in a single coat in

cement mortar 1:5 without neeru finish to concrete or brick surface in

all positions including scaffolding and curing complete.

Spec.No.: Bd.L.2/Page No.368

(1) The rates are inclusive of all leads and lifts. (2) If any crack

appears in the plaster, they shall be repaired as directed by

Engineer-in-charge by using water proofing compound. No

extra payment shall be allowed on this account. (3) The river

sand brought on site shall be washed prior to its mixing for

mortar. No claims or enhancement of rates due to this provision

shall be entertained. (4) Curing shall be done by sprinkling

water on the surface for a minimum period of 14 days. Plastered

surface shall be immediately covered after finishing , application

of water shall be started after final setting time of concrete. (6)

Only 43 grade cement shall be used for all plastering work."

28 Providing internal cement plaster 20mm thick in a single coat in

cement mortar 1:5 without neeru finish to concrete, brick surfaces in all

positions including scaffolding and curing.

Spec.No.: Bd.L.4/Page No.368



Engineer-in-charge by using water proofing compound. No

extra payment shall be allowed on this account. (3) The river

sand brought on site shall be washed prior to its mixing for

mortar. No claims or enhancement of rates due to this provision

shall be entertained. (4) Curing shall be done by sprinkling

water on the surface for a minimum period of 14 days. Plastered

surface shall be immediately covered after finishing , application

of water shall be started after final setting time of concrete. (6)

Only 43 grade cement shall be used for all plastering work."

29 Providing sand faced plaster for external portion in cement mortar

using Kharsalia / Kasaba or similar type of sand, in all positions

including base coat of 15 mm. Thick in C.M. 1:4 using water proofing

compound at 1 kg per cement bag, curing the same for not less than 3

days and keeping the surface of the base coat rough to receive the sand

faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by

taking out grains, making grooves and curing for fourteen days

scaffolding etc. complete.

Spec.No.: Bd.L.7/Page NO.369



Engineer-in-charge by using plaster of Paris. No extra

payment shall be allowed on this account. (3) After application

of the base coat ,the grains shall be taken out using a sponge

and not by machine. (4) The river sand brought on site shall be

washed prior to its mixing for mortar. No claims or

enhancement of rates due to this provision shall be entertained.

(5) The item includes drip moulding in Chajjas , canopies,

window , top of water closet etc. without extra cost. (6) Curing

shall be done by sprinkling water on the surface for a minimum

period of 14 days. Plastered surface shall be immediately

covered after finishing , application of water shall be started

after final setting time of concrete. (7) Only 43 grade cement

shall be used for all plastering work."

30 Providing and fixing chicken mesh of 22 gauge, with about 30 cm.

width at the junction of R.C.C members and brick work, of approved

quality including fixing mesh in position by necessary drilling in

concrete or/B.B.masonry and or tying by binding wire etc. complete.


charge.



31 Providing groove to required size at specified location as directed by

Engineer, at junction of brick masonry wall and R.C.C beams or

Column, at junction of composite masonry, including scaffolding,

finishing, curing etc. complete.


charge.



32 Providing and laying polished Kota Stone slabs 20mm to 25 mm thick

for treads and risers of steps and staircases, with rounded nosing and

groove at edge for the treads, on a bed of C.M. 1:4 including cement

float filling joints with neat cement slurry, curing, polishing and

cleaning complete. Spec.No. Bd.M..22/P. No.390

(1) The sample of kotah stone shall be got approved from the

Engineer - in - charge before its procurement and use. The rates

are inclusive of all leads and lift..(2) The river sand brought on



entertained. (3) The item shall be executed as directed by

Engineer Incharge and as per wording of item.

33 Providing and laying hand cut polished kota stone of size 0.6 m x 0.6

m for Flooring 20 mm to 25 mm thick plain pattern on a bed of C.M.

1:6 including cement float, filling joints with neat cement slurry, curing

rubbing, polishing and cleaning complete.

Spec.No.: Bd.M.3/Page No.380








34 Providing and fixing in required position skirting or dado of polished

Kota stone slabs 20 mm to 25 mm thick and required width after

making the wall portion to required level with C.M.1:4 and fixing tiles

with ready made adhesive including cement float, filling joints with

cement slurry, curing rubbing, polishing and cleaning complete. Spec.No.: Bd.M.5/Page No.381








35 Providing and Laying ceramic tiles of approved quality minimum 300

x 300mm size or of required size and thickness for flooring in required

position laid on bed of C.M.1:4 including cement float, filling joint

with white / colour cement slurry, cleaning, curing, complete. Spec.No.: As directed by Engineer- in-

charge.

(1) The sample of ceramic tiles shall be got approved from the

Engineer-in-charge before its procurement and use. (2) The

ceramic tiles used shall be confirm to IS 4832 -1969 Part I ,II ,III.

(3)The readymade adhesive should be of approved made and

sample got approved from the Engineer Incharge (4) The rates

are inclusive of all leads and lifts.

36 Providing and fixing ceramic tiles of approved quality required size

and thickness for dado and skirting in required position with ready

made adhesive mortar of approved quality in required position after

making the wall portion in level in plaster of C.M. 1:4 including joint

filling with white/colour cement slurry cleaning curing complete. (300

mm x 300 mm Size)


charge.

(1) The sample of ceramic tiles shall be got approved from the


ceramic tiles used shall be confirm to IS 4832 -1969 Part I ,II ,III.

(3)The readymade adhesive should be of approved made and

sample got approved from the Engineer Incharge (4) The rates

are inclusive of all leads and lifts.

37 Providing and laying cement concrete flooring 50 mm thick with 1:2:4

cement concrete laid to proper level and slope in alternate bays,

including compacting, PVC/ Glass/Aluminum strips at joints, marking

lines to give appearance of tiles of 30 cm x 30 cm or other size laid

diagonally/square etc. finishing smooth (with extra cement) in any

colour as directed and curing complete.

Bd.M.6/P.NO.381


mixing for masonry. No claims or enhancement of rates due to

this provision shall be entertained. (2) Approved and tested

chequered tiles shall be used (3) The P. V. C. / Glass /

Aluminium strips shall be got approved from the Engineer - in -

charge. The rates are inclusive of all leads and lift.

38 Providing sills / jambs / revels of white marble slabs or equivalent 16

mm to 18 mm thick of approved quality vein and colour with machine

polished surface on a bed of Cement Mortar 1:4 including neat cement

float filling joints with neat cement slurry to match the colour of the

slabs curing, polishing and cleaning etc. complete. c) Granite sills /

jambs / revels

Bd.M.31/P.NO.392

(1) The sample of granite shall be got approved from the


river sand brought on site shall be washed prior to its mixing for

masonry. No claims or enhancement of rates due to this

provision shall be entertained. (3) Approved and tested granite

shall be used (4) As directed by Engineer-in-charge.

39 Providing and fixing white marble slabs or equivalent of required size

and 16 to 18 mm thick of approved quality vein and colour with

machine polished surface for dado and skirting after making the

required portion in level, in cement plaster 1:4 and fixing the slabs with

ready made adhesive including filling joints with neat approved

coloured slurry, curing polishing, cleaning complete.

Bd.M.17/P.NO.387

(1) The sample of Marble shall be got approved from the


river sand brought on site shall be washed prior to its mixing for

masonry. No claims or enhancement of rates due to this

provision shall be entertained. (3) Approved and tested

Kadappa shall be used (4) As directed by Engineer-in-charge.

40 Providing Water proofing treatment to newly laid fully cured concrete

slab of terraces by applying first coat of polymer modified semi-

viscous paste prepared by mixing polymer of approved make (such as

Master Seal 550/ brush bond / Roff Supercrete / Webercrete /

Monobond /Perma shield / Hypercrete / Master Crete M 81) and

Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) or Rohnex



jelly for second coat ) to a neatly cleaned and dust free concrete surface

and upto 300 mm. over parapet wall prepared by removing loose and

deposited material with brush and water,followed by two coats of

flexible cementious coating e.g. MYK Aquafine-UM ,Monopo G

coat,or equivalent as per manufacturer’s specifications after laying

glass fibre mesh of 10 x 10 specification of approved make over tacky

surface of first coat of coating followed by second coat in transverse

direction, sprinkling coarse sand over it, followed

As directed by Engineer-in-charge.


item. The rates are inclusive of all leads and lifts. (2) The river

sand brought on site shall be washed by sand washing machine

prior to its mixing for mortar. No claims or enhancement of

rates due to this provision shall be entertained. (3) The material

polymer modified semi - viscous paste, glass fibre mesh of 10 x

10 specification, shall be of approved manufacturer and of good

quality. (4) The finishing shall be plain and in line and level. (6)

Curing shall be done by sprinkling water on the surface for a

minimum period of 14 days. Plastered surface shall be

immediately covered after finishing , application of water shall

be started after final setting time of concrete. (7) Only 43 grade

cement shall be used for all plastering work."

by protective mechanical cover of 40 mm to 75 mm thick cement

concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and

water proofing compound of approved make alongwith 14 guage 40

mm x40 mm size welded mesh to prevent cracking of concrete and

polypropylene fibres @ 125 gm per bag of cement within it confirming

to IS, in pannels of 3m/4m or as per site condition & filling the joints

with poly sulphide sealant (0.125 kg per sq.mt.) after curing including

providing holler with drip moulds at the junction and finishing the

concrete surface with neat cement slurry and filling the joints with poly

sulphide sealant(0.12 kg per sq.mt.) after curing including providing

holler with drip moulds at the junction and finishing the concrete

surface with neat cement slurry, of cement incuding curing as directed

and ponding the surface with cement sand mortor 1:2.5 with high

performance highly impermeable polymer e.g. superscreed-P or

equivalent including curing as directed and ponding the surface as

directed etc.complete ; covering 10 years guarantee against

leakproofness on court Fee stamp paper of Rs 100/- (Note : for

slanting length upto. 5.0 m ) Spec.No.: As directed by Engineer- in-

charge. (Note : for slanting length upto. 5.0 m )

41 Providing water proofing treatment to Bath & W.C. sunk by applying

first coat of polymer modified semi-viscous paste prepared by applying

grouting with cement slurry admixed with non shrink grout additives as

per manufacturers specifications, mixing polymer of approved make

(such as Master Seal 550/ brushbond/ Roff Supercrete/ Webercrete/

Monobond / Perma shield / Hypercrate/ Master Crete M 81) and

cement in 1:2 proportion (1 litre polymer : 2 Kg Cement) or Rohnex



jelly for second coat to a neatly cleaned and dust free concrete surface

prepared by removing loose and deposited material with brush and

water, laying glass fibre mesh of 10 x 10 specification of approved

make over tacky surface of first coat of polymer followed by second

coat in transverse direction, sprinkling coarse sand over it followed by

protective mechanical cover of 15 to 20 mm thick polymer modified

plaster to coated surface of sunk @ 2 litre per bag of cement and filling

joints with non shrink compound and covering 10 years guarantee

against leakproofness on court fee stamp paper of Rs. 100/- (excluding


charge.














42 Providing water proofing in W.C. and bath including B.B. Coba in all

position consisting of specialised approved waterproofing compound

and materials as per manufacturers specifications and covering 10

years guarantee on court fee stamp paper of Rs.100/- including all lead,

lift and ponding test etc. complete.


charge.














43 Providing and fixing in position Partitions/ Shelves/seating platforms

of polished Kaddappa / Marble / Granite stone of required thickness

,including making groove in wall / concrete surface filling joints with

slurry, curing, polishing, rounding edges, as required cleaning etc.

complete. b) Marble shelves 18 mm to 20 mm thick Spec.No.: As

directed by Engineer- in-charge.


charge.

(1) The sample of Marble stone shall be got approved from the







44 Providing and fixing country teak wood frame 60 mm x 100 mm

standard size for second class doors with/without ventilator windows

and wondows fan light and clear storey windows including all

mouldings, chamfering, rounding, and abauting holdfasts and finishing

with one coat of primer etc. complete.(Only for exterior doors) Bd.T.2/P.NO.478

(1) The sample of country teak wood shall be got approved from

the Engineer - in - charge before its procurement and use. The

rates are inclusive of all leads and lift..(2) The country teak

wood brought from Legal No claims or enhancement of rates

due to this provision shall be entertained. (3) The item shall be

executed as directed by Engineer Incharge and as per wording

of item.

45 Providing and fixing factory made precast door/window frames of C.C.

M-40 grade of section 100 mm x 60 mm including reinforcement as per

I.S.6523 with polymeric blocks having screw holding capacity of 250

kg/screw fixed in position in R.C.C.frame as per requirement and as

per specifications without fan light including holdfasts, carting and

erecting in position and two coats of oil paint etc. complete.


charge.

(1) The R. C. C. M40 frames shall be well cured and free from

any damage. (2)The sample shall be got approved from the

Engineer-in-charge. (3) As directed by Engineer Incharge and as

per wording of item.

46 Providing and fixing in position colour anodized aluminium double

lear fully glazed door of Jindal or equivalant make without fanlight

mounted on floor spring , vertical style & lock rail 82 mm x 44 mm of

avarage thickness 2.2 mm and weight 2.613 Kg/Rmt with fully 6 mm

float glass including all fixtures ,pivot,handles,tower bolts ,lock,door

stopper with neoprene (rubber) gasket as per approved drawing and

specifications etc complete as directed by engineer incharge including




Engineer before use)


charge.

(1) The opening in the steel sheet frame shall be filled with

cement concrete 1 : 2 : 4 and no extra payment shall be made on

this account to the contractor. (2) The samples of the steel sheet

frame, fixtures and fastenings shall be got approved from the

Engineer - in - charge. The one set of samples of fixtures and

fastenings shall have given to the Department for record.

47 Providing and fixing factory made solid core flush door in single leaf

35 mm thick, decorative types, of exterior grade, as per detailed

drawings, conforming to I.S.:2202 - 1962 (Revised) with approved face

veneers on both faces with/without glazing and venetians in the

positions shown on the drawings or as directed, all necessary beads,

moulding and lipping, wrought iron holdfasts, mat finish stainless steel

fixtures fastenings , finishing with french- polish/ waxing complete.

(without door frame).(Sample to be got approved from Ex.Engineer

before use) b) Commercial pine shutter

Bd.T.34/P.NO.499


item. (2) The sample of solid core flush door shutters shall be

got approved from the Engineer-in-charge before its

procurement and use and shall be given to the Department for

record. (3) The sample of chromium oxidised fixtures and

fastenings and stainless steel grill shall be got approved from

the Engineer-in-charge before its procurement and use.

48 Providing and fixing factory made solid core flush door shutters in

double leaves 35mm thick,decorative type of exterior grade, as per

detailed drawings, conforming to I.S.: 2202 – 1966 (Revised) including

approved face veneers on both sides, without glazing and venetians

including mat finish stainless steel fixtures and fastening, stoppers and

finishing with french polishing etc. (Excluding door frame)(Sample to

be got approved from Ex. Engineer before use)

Commercial pine Shutter

Bd.T.35/P.NO.500


item. (2) The sample of solid core flush door shutters shall be

got approved from the Engineer-in-charge before its

procurement and use and shall be given to the Department for

record. (3) The sample of chromium oxidised fixtures and

fastenings and stainless steel grill shall be got approved from

the Engineer-in-charge before its procurement and use.

49 Providing and fixing FRP (Fiber reinforced Plastic) Door with shutter

25 to 30 mm. Thick having properties such as water proof resistantto

termite resistant to mild acids and chemical. The thickness of FRP

shutter of 1.5 mm. With extra reinforcement to sides, edges, recess for

alluminium fixtures and fastenings and commercial types as per the

approved design including alluminium, fixtures and fastenings and two

coats of synthetic acrylic emulsion paint etc. complete. ( Excluding

door frame) (for W.C. and bath doors)


charge.


item. (2) The sample of FRP door shutters shall be got approved

from the Engineer-in-charge before its procurement and use and

shall be given to the Department for record. (3) The sample of

alluminium fixtures and fastenings and stainless steel grill shall

be got approved from the Engineer-in-charge before its

procurement and use.

50 Supplying and fixing in position anodized Aluminium four track

sliding windows with outer frame made from section of over all size

122 mm x 45 mm, bottom section with drain section track weighing

1.83 kg per metre and top and side section of size 122x 31.75 mm

weighing 1.15 kg per running metre with shutter sections made of 18

mm x 40 mm size having average weight of 0.6 kg per running metre

(or as required size) with change in proportionate weight, with 6 mm

float glass in three equal panels and alluminium coated stainless steel

mosquito net in one (2/3 of opening) panel fixed with new neoprene

gasket, shutters to be provided with nylon encased stainless steel

rollers, necessary locks and handles complete.


(1) The item shall be executed as directed by Engineer Incharge

and as per detailed drawing supplied by department and as per

wording of item. (2) The sample and brand of alluminium

sections shall be got approved from the Engineer-in-charge

before its procurement and use and shall be given to the

Department for record. (3) The Jindal sections and Fenesta

sections shall be used for alluminium sections and saint Gobain

/ Asahi / Modi for glass shall be used.

51 Providing and fixing in position anodised extruded aluminium fixed

glass paneled window having frame made out extruded tubular section

of size 34 mm x 42 mm (or as required size in proportionate weight) of

average thickness 2.0 mm and weight 0.726 kg per metre(or as

required), mechanically assembled at corners with glazing beading of

average 0.26 kg per running metre or required weight including 5.5 mm

thick plain sheet glass with neoprene/ rubber gasket etc. complete. (As

per Architect's drawing job No. T – MISC/5000/drawing No.22 dated

3.2.1992) b) For powder coated alluminium window


charge.










aluminium casement / openable window of outer frame size 44mm x

44mmx2mm or as of required size with proportionate change in weight

of average weight @ 0.90 kg per metre and shutter of 44 mm x 64

mmx2mm ( or as required size ) of average weight of 1.10 kg per metre

(or as required) with 6 mm plain sheet glass with neoprene/rubber

gasket with hinges, locking arrangement, pegstay etc. as per approved

drawing, specification etc. complete.(as per Architect's drawing Job

No.T-MISC/ 5000 drawing No. 22 dated 3.2.1992) (Sample to be got

approved from Ex.Engineer before use) b) For powder coated

aluminium window


charge.









53 Providing and fabricating structural steel work in rolled sections like

joists, channels, angles, tees etc. as per detailed design and drawings or

as directed including cutting, fabricating, hoisting, erecting, fixing in

position making riveted / bolted / welded connections without

connecting plates, braces etc. and including one coat of anticorrosive

paint and over it two coats of oil painting of approved quality and

shade complete.


(1) The sample and quality of material shall be got approved

from the Engineer-in-charge before its procurement and use. (2)

Therate is inclusive of all lead and lift. (3) The work shall be

carried out as directed by Engineer-in-charge and as per

wording of item.

54 Providing and fixing in position anodised extruded alluminium

partition having frame made out of aluminium extruded tubular section

of size 65 mm x 40 mm with 12 mm thick three layered flat pressed

teak wood particle board bonded with BWP type exterior grade phenol

formaldehyde synthetic resin conforming to I.S.12823- 1990, laminated

on both sides, Novateak or equivalent, Laminated 5.5+B256 mm thick

selected quality of glass pannels fixed with aluminium glazing clips

12mm x 12mm (conical) rubber cushioning to glass as per detailed

drawings etc. complete.(Sample to be got approved from Ex.Engineer

before use)


charge.









55 Providing and fixing in position colour Anodized Alluminium partly

fixed partly louvered windows/ ventilator of various size as per detail

drawings and specifications including alluminium frames 80 x 38 mm

box type 5 mm. thick sheet glass louvers, clips / rubber plain P.V.C.

gaskets of approved quality etc. complete. [Sample to be got approved

from Executive Engineer before use.] Spec.No.: As directed by Engineer- in-

charge.









56 Providing and fixing mild steel grill work railing required kg/Sqm. of

rectangular hollow sections with PVC handrail covering as per drawing

including newel posts for staircases, drilling holes in concrete/other

surface,fabricating, fixtures, erecting grill work, necessary welding,

fixing by nuts and bolts, fixing PVC handrail cover, with one coat of

anticorrosive paint and two coats of oil painting with approved colour

and shade, remaking good the damaged surface, cleaning etc. complete.

b) --------- do ---------- 25 Kg/Sqm.

Spec.No.: As directed by Engineer- in-charg

(1)The weight of the M. S .grill work shall be as mentioned in

the item. (2) As directed by Engineer Incharge and as per

wording of item.

57 Providing and fixing mild steel grill work for windows, ventilators, etc.

required kg/sqm as per drawing including fixtures necessary welding

and painting with one coat of anticorrosive paint and two coats of oil

painting complete. 25 Kg/Sqm. Bd.U.1/P.NO.537


item. (2) The weight of the M. S .grill door shall be as mentioned

in the item. (3) The work shall be carried out as per wording of

item and instructions of the Engineer-in-charge and as per

detailed drawings supplied by department.

58 Providing and fixing M.S. grill doors weighing 22 to 24 kg per sq.

meter of required size as per detailed drawing without hot dip coating

with iron oxidised fixture and fastening and painting with 3 coats of oil

painting etc. complete. (Sample to be got approved from Ex. Engineer

before use)


charge.






59 Providing and fixing rolling steel shutters fabricated from 20 guage

steel laths with slide guides, bottom rail, brackets, door suspension

shaft, housing box at the top including mechanical gear operation

arrangement and one coat of red lead primer and two coats of oil

painting etc. Bd.T.55/P.NO.510






60 Providing and applying plastic emulsion paint of approved quality,

colour and shade to old and new surfaces in two coats including

scaffolding and preparing the surfaces (including the primer coat)

complete. Bd.P.6/P.NO.414


item. (2) Before procurement and use of washeble acrylic

emulsion paint the quality , make and color scheme of paint

shall be got approved from the Engineer-in-charge. (3) The

rates are inclusive of all leads and lifts."

61 Providing and applying two coat of Polymer based external weather

proof & dust proof paint of standard manufacture like Apex Ultima

from Asian paints,weathershield from Dulux of approved colour to the

plastered surfaces including scaffolding if necessary, cleaning and

preparing the surfaceetc. for specified buildings complete.(including

primer coat )(Prior specific permission of S.E. shall be obtained before

inclusion of this item in the estimate.)


charge.


item. (2) Before procurement and use of Wheather proof

cement paint the quality , make and color scheme of paint shall

be got approved from the Engineer-in-charge. (3) The rates are

inclusive of all leads and lifts."

62 Providing and fixing European type white glazed earthenware

W.C.PAN with water jet, UPVC seat and lid with chromium plated

brass hinges and rubber buffers including UPVC and vent pipe upto the

outside face of wall, 10 litre enamelled low level flushing cistern with

fittings, pipe and stop tap brackets for fixing cistern 32 mm dia. UPVC

flush pipe with fittings and clamps, 20 mm dia. UPVC overflow pipe,

mosquito proof couplings, G.I. chain and pulley, cutting and making

good to the walls and floors, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.) (b) without

flushing cistern with flush cock and water jet


charge.





wording of item.

63 Providing and fixing 1st class "Orissa Type" Colour Glazed

earthenware 600 x 400 mm. W.C. PAN including `P' or `S' trap, UPVC

soil and vent pipe upto the out side face of wall, including 100 mm dia.

UPVC plug bend, 10 litre UPVC Low level flushing cistern with

fittings, inlet pipe with stop tap, brackets, 32 mm dia. UPVC flush pipe

with fittings and clamps, 20 mm dia. UPVC over flow pipe with

mosquito proof coupling,UPVC chain and pulley, painting to cistern

and exposed pipes, cutting and making good to the walls and floors,

testing etc. complete. (Prior approval of sample and brand by

Ex.Engineer is necessary before use.) (a) ----- do ------ without flushing

cistern with flush cock and necessary fittings. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.) (a)without

flushing cistern with flush cock and necessary fittings.


charge.





wording of item.

64 Providing and fixing white glazed earthenware urinal squatting pan

without cistern with fitting, inlet pipes, stop tap, 32 mm dia. UPVC

flush pipe with fittings and spreader arrangement including UPVC soil

pipe, UPVC trap, soil pipe connection upto the outside face of the wall,

making good the damaged surface, testing etc. complete. (Prior

approval of sample and brand by Ex.Engineer is necessary before use.)

Bd.V.24/P.NO.563





wording of item.

65 Providing and fixing white glazed earthenware Wash Hand Basin

including brackets, rubber plugs and brass chain, stop tap, chromium

plated bottle trap and necessary pipe connection including UPVC waste

pipe and trap up to the out side face of the wall, making good the

damaged surface, testing etc. complete. (Prior approval of sample and

brand by Ex.Engineer is necessary before use.) B)55 cm x 40 cm

a)With Cold water piller tap

Spec.No.: Bd.V.30/Page No.565


Bd.V.30/P.NO.565





wording of item.

66 Providing and fixing 8 cm. Rigid PVC. Nahani Trap including P.V.C.

grating, bend, connecting piece of UPVC pipe up to the outside face of

the wall, making good the damaged surface, testing etc. complete.

(Prior approval of sample and brand by Ex.Engineer is necessary

before use.)






wording of item.

67 Providing and fixing on walls/ ceiling/ floors, medium grade C.P.V.C.

(Chlorinated Poly Vinyl Chloride) pipe having embossed ISI Mark on

it, of required diameter with screwed/plain sockets, joints, necessary

c.p.v.c and brass fittings such as sockets,back nuts,elbows, bends, tees,

reducers, enlargers, plugs, clamps etc.including necessary drilling holes

in walls, slabs etc. and remaking good the demolished portion to restore

the same in original condition neatly and providing and applying

anticorrosive primer and two coats of oil painting, testing,

etc.complete. (Prior approval of sample by Ex.Engineer is necessary

before use.) (i) 15 mm dia.

Bd.V.5/P.NO.551

(1) Medium grade type C.P.V.C pipes shall be used. (2) The

materials shall be got approved from the Engineer-in-charge

before its procurement and use. (3) Full payment will be made

only after satisfactory testing for leakage. (4) The work shall be

carried out as per wording of item and instructions of the

Engineer-in-charge."




sockets,back nuts,elbows, bends, tees, reducers, enlargers, plugs,

clamps etc.including necessary drilling holes in walls, slabs etc. and

remaking good the demolished portion to restore the same in original

condition neatly and providing and applying anticorrosive primer and

two coats of oil painting, testing, etc.complete.(Prior approval of

sample by Ex. Engineer is necessary before use.) (i) 80 mm dia.

Bd.V.5 /P.NO.551

(1) Medium grade type G.I. pipes shall be used. (2) The













by Ex. Engineer is necessary before use.) (i) 15 mm dia.

Spec.No.: Bd.V.5A/Page No.551


Bd.V.5 /P.NO.551

(1) Medium grade type C.P.V.C pipes shall be used. (2) The






70 Providing and laying in trenches medium grade (type) galvanised iron

pipe having embossed ISI Mark on it, of required diameter with

screwed, sockets, joints, necessary galvanised iron fittings such as

sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs,

clamps etc. including necessary excavation, back filling, fixing with

clamps, testing etc. complete. (Prior approval of sample and brand by

Ex. Engineer is necessary before use.) (i) 80 mm dia.

Bd.V.5 A/P.NO.551

(1) Medium grade type G.I. pipes shall be used. (2) The






71 Providing and fixing screw down wheeled stop tap of brass including

necessary sockets, union nut, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.)

Bd.V.9/P.NO.555

(1) Chromium plated brass Screw down bib/stop tap shall be

used. (2) The material shall be got approved from the Engineer

in charge before execution. (3) Full payment will be made only

after satisfactory testing for leakages. (4) The work shall be


Engineer-in-charge.

72 Providing and fixing Bib cock, mat finish stainless steel 15mm. dia.

etc.complete.







Engineer-in-charge.

73 Providing and fixing top cock, Gun metal cromium plated wheel

25mm. dia. etc. complete.







Engineer-in-charge.

74 Providing and fixing 15 mm diameter concussion push button type

brass/ gun metal self closing tap including necessary socket, testing etc.


necessary before use.) Spec.No.: Bd.V.14/Page No.557






Engineer-in-charge.

75 Providing, hoisting and fixing in position of approved make high

density polyethylene UV stabilized conforming to I.S.12701, water

storage tank with necessary connections, testing etc. complete. (Prior

approval of sample by Ex. Engineer is necessary before use.)


The material shall be got approved from the Engineer in charge

before execution. All joints shall be leakproof. Full payment will

be made only after satisfactory testing for leakages.

76 Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap in

cement concrete 1:4:8 outside the building including symet grating in

the sink, connecting glazed stoneware pipe, brick masonry chamber

with R.C.C. lid and Symet grating for the gully trap, testing etc.



Spec.No.: Bd.V.38/Page No.572 Spec.No.: Bd.V.38/Page No.572

77 Providing and Laying concrete pipes of I.S.NP.2 class of required

diameter in proper line, level and slope including necessary collars,

laying, fixing with collars in cement mortar 1:1 and refilling the trench

etc. complete. ( Including Excavation ) 300 mm dia. Spec.No.: Bd.V.41/Page No.573

(1) The pipes shall be of NP2 Class only and no extra payment

shall be made for fixing the coller. (2) As directed by Engineer

Incharge and as per wording of item.

78 Providing and fixing in position unplasticized poly venyl- chloride

(UPVC) ultra voilet rays stabilised 110 mm outer diameter rain water

SWR pipe conforming to I.S. 4985 and I.S.13592,including necessary

fittings, such as PVC grating, bends, with door, PVC clamps, horse

shoes at bottom, rubber ring and making connections water tight with

solvent, cement including making holes in masonary concrete redoing

the same in C.M. 1:3, curing, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary before use.) 110mm.

dia.


(1) Materials of fitting shall be got approved from Engineer- in-

charge. (2) All the joints shall be leak proof. Full payment shall

only be made after satisfactory testing for leakages.

(3)Junctions at down take pipe, wall etc. should be provided

with water tight joints to avoid leakages. (4) Pipes shall be

clearly 50 mm away from adjoining masonry / beam / column

face. (5) Pipes shall be adequately supported at each junction

and joinery on wooden battens of 150 x 50 x 50 mm. (6) The

work shall be carried out as per the instructions of the Engineer-

in-charge and wording of item."










(1) The material shall be got approved from the Engineer in

charge before execution. (2) all the joints shall be leakproof. Full

payment will be made only after satisfactory testing for

leakages. (3) Junctions at down take pipe, wall etc. should be

provided with water tight joints to avoid leakages. (4) Pipes

shall be clearly 50 mm away from adjoining masonry / Beam /

column face. (5) Pipes shall be adequately supported at each

junction and joinary on wooden battens of 150 mm x 50 mm x 50

mm. (6) The work shall be carried out as per wording of item

and instructions of the Engineer-in-charge.








(1) Instead of Cast Iron Lead and frame, R.C.C. covers of

cement concrete M 15 shall be provided as directed by the

Engineer -in - charge. (2) Reinforcement for the quantity

specified as per detailed drawing and design shall be provided

as directed by the Engineer - in - charge. (3) The work shall be

carried out as per the instructions of the Engineer-in-charge and

wording of item. (4) The network of all inspection chambers,

gully traps and S.W. pipes shall be got approved from the

Engineer-in-charge. (5) The depth of the chamber shall be as per

the site condition and as directed by the Engineer-in-charge."








(1) Instead of Cast Iron Lead and frame, R.C.C. covers of

cement concrete M 15 shall be provided as directed by the

Engineer -in - charge. (2) Reinforcement for the quantity

specified as per detailed drawing and design shall be provided

as directed by the Engineer - in - charge. (3) The work shall be

carried out as per the instructions of the Engineer-in-charge and

wording of item. (4) The network of all inspection chambers,

gully traps and S.W. pipes shall be got approved from the

Engineer-in-charge. (5) The depth of the chamber shall be as per

the site condition and as directed by the Engineer-in-charge."

82 Providing and fixing 15 mm dia. Screw down bib/stop tap of brass

including necessary sockets, union nut, testing etc. complete.(Prior

approval of sample and brand by Ex. Engineer is necessary before use.)







Engineer-in-charge.










(1) The material shall be got approved from the Engineer in

charge before execution. (2) all the joints shall be leakproof. Full

payment will be made only after satisfactory testing for

leakages. (3) Junctions at down take pipe, wall etc. should be

provided with water tight joints to avoid leakages. (4) Pipes

shall be clearly 50 mm away from adjoining masonry / Beam /

column face. (5) Pipes shall be adequately supported at each

junction and joinary on wooden battens of 150 mm x 50 mm x 50

mm. (6) The work shall be carried out as per wording of item

and instructions of the Engineer-in-charge.

84 Providing, laying & fixing U.P.V.C.pipe of 60mm. dia. etc.complete Spec.No.: As directed by Engineer- in-

charge.



85 Providing, laying & fixing U.P.V.C.pipe of 75mm. dia. etc.complete Spec.No.: As directed by Engineer- in-

charge.


item.

86 Providing and fixing Stainless Steel towel rod 16 mm dia. And 75 cm

in length including all accessories complete. (Prior approval of sample

and brand by Ex. Engineer is necessary before use.) As directed by Engineer-in-charge.

(1) The Stainless Steel shall be standard approved manufacturer

and of good quality.(2) Fixing shall be done As directed by


87 Providing and fixing in postion unplasticized polyvinyl chloride

(UPVC) ultra violet stabilized 110 mm outer diameter cowl dome

conforming to I.S.4985 including making joints with solvent cement

etc. complete.


charge.



88 Providing and fixing Steel sink of size 600 mm x 450 mm x 250 mm (

1 mm thick) UPVC waste pipe upto outside face of wall, or upto

nahani trap cold water chromium plated screw down bib tap, rubber

plug and brass chain, making good the damaged surface, etc. complete.


before use.)



charge. (2) As directed by Engineer Incharge and as per wording

of item.

89 Providing and fixing 450 mm x 550 mm size superior type mirror with

necessary fittings etc. complete. (Prior approval of sample and brand

by Ex.Engineer is necessary before use.) As directed by Engineer-in-charge.

The material shall be got approved from the Engineer in charge

before execution. Full payment will be made only after

satisfactory fixing.

90 Providing and laying cement concrete pipe of I.S.N.P. class of required

diameter in proper line, level and slope including providing, fixing

collars or spigot and socket joint by rubber ring and in C.M.1:2 etc.

complete.

Spec.No.:Cd..7/Page No.162

(1) The pipes shall be of NP2 Class only and no extra payment

shall be made for fixing the coller. (2) As directed by Engineer

Incharge and as per wording of item.

91 Providing and fixing country teak wood single leaf, 2nd class 20 mm

thick false panelled door without ventilator as per detailed drawings

including mat finish stainless steel fixtures and fastenings and finishing

the wood work with one coat of primer (excluding door frame) etc.

complete.

Spec.No.: Bd.T.24/Page No.494



of item.

92 Providing and fixing and laying in grid unilock false ceiling system

size of grid 610 mm x 610 mm of which G.I. wall channel shall be of

size 0.5 mm thick 20 mm x 30 mm flanges and web of 27 mm along

the perimeter of wall where ceiling meets the wall fixed to wall using

nylon sleeves and screw at 610 mm centres suspended G.I. main runner

size 45 x 0.9 mm thick with 15 mm flanges from trusses at 900 mm

centres using ceiling angle size 25 x 10 x 0.5 mm, nut bolt clip

connected @ 300 mm centres to the main runner or having strips of

G.I. of size that of runner for holding runner and mesh etc. the

G.I.ceiling sections having size 51.5 mm and two flanges 26 mm each

with lips of 10.5 mm. The finished grid shall contain 12 mm thick plain

/ decorative particle boards fixed to the ceiling frame structure. (Prior

permission S.E. to be obtained before inclusion of this item )


charge.



93 Providing and fixing in position Partition of both side polished

Kaddappa / Marble / Granite stone of required thickness ,including

making groove in wall / concrete surface filling joints with slurry,

curing, polishing, rounding edges, as required cleaning etc. complete.

a) Kadappa Partition 25 mm to 30 mm thick


charge.



94 Providing and fixing acrylic plastic sheet panels of approved quality in

required thickness 2 mm plain clear or any colour or obscured linings

in lieu of glass pans to doors/windows including providing and fixing

clips, putty etc. complete. b) For 3.00 mm thickness


charge.



95 Providing and fixing decorative grill of various sizes as per detail

drawing and specification etc. complete. (Prior permission to be

obtained from S.E. before execution of this item) B) Stainless steel (

Weight @ 15 Kg/Sqm.)


charge.



96 Providing and fixing partition of 12mm thick three layered flat pressed

prelaminated teak wood particle board exterior grade, BWP types

Bonded with phenol formaldehyde synthetic resin conforming to

I.S.12893-1990 including C.T.W. vertical 70 x 70 mm and top central

and bottom rails of 70 x 35 mm and covering battens of 20 x 10 mm at

1 m C/C on both ways including finishing with one coat of primer etc

complete.

Spec.No.: Bd.T.66/Page No.515 Spec.No.: Bd.T.66/Page No.515


alluminium partitions with both sides laminated panels having frame

made out of aluminium extruded tubular section of size 40 mm x 65

mm with 12 mm thick three layered flat pressed teak wood particle

board bonded with BWP type exterior grade phenol formaldehyde

synthetic resin conforming to I.S.12823- 1990, laminated on both sides,

Novateak or equivalent fixed with aluminium glazing clips of size

12mm x 12 mm as per approved drawing etc. complete.(Sample to be

got approved from Ex. Engineer before use)


charge.



98 Providing and fixing of approved make wall panelling of approved

design and colour made out of extruded rigid PVC double wall

construction with multichamber hollow plastic section SPUF-141, 142,

143 of size 10 mm x 150 mm on the grid horizontal, vertical aluminum

pipe section 25 mm x 25 mm as required plastic section will be fixed

with concealled screws on frame work, corner supported with PVC "L"

section and no screws shall be visible.


charge.



99 Providing and fixing partition with 4mm thick superior Indian teak

veneers on both sides including C.T. wood frame work 80 mm x 40

mm at 60 cm centre to centre and french polishing (without skirting)

etc complete.

Spec.No.: Bd.T.68/Page No.515 Spec.No.: Bd.T.68/Page No.515

100 Providing and fixing partitions with 6 mm thick Indian teak veneers on

both side including C.T. wood frame work 80 mm x 40 mm at 60 cm

C/C and french polishing without skirting etc complete. Spec.No.: Bd.T.68/Page No.515 Spec.No.: Bd.T.68/Page No.515

101 Providing and fixing colour coated Galvalume (A-Z) sheet having high

tensile(min 550 MPa in Yield strength) C.R. steel base metal with hot

dip alloy coating of Alluminium and Zinc with 0.50 mm overall sheet

thickness for roofing with approved profile and colour including fixing

to purlins with approved self tapping screws and EPDM washers etc

complete( Prior approval of Sample and brand by Ex. Engineer is

necessary before use)


charge.



102 Providing and laying in trenches 80 mm diameter medium galvanised

pipes with screwed ,sockets,joints and necessary galvanised iron

fittings such as sockets ,back

nuts,elbows,bends,tees,reducers,enlargers, plugs,clamps etc including

necessary excavation for G I pipe line trench & refilling trench

&drilling holes in walls ,slabs etc and remaking good the demolished

portion to restore the same in original condition neatly and applying

anticorrosive primer oil paint and two coat of oil painting complete.

Bd.V.5 A/P.NO.551



103 providing and fixing single outlet gunmetal I.S.No.318 ,63 mm NB

Flange inlet brass pindle 50 mm Dia Fire hydrant valve Female obleque

outlet complete with ABS blank cap & chain etc complete. (Fire

Hydrant Valve) ISI Mark.

Bd.V.5 A/P.NO.551



104 providing and fixing air relief valve 25 mm Dia with coupling tee union

flange caps rubber packings etc complete.Spec.No.: As directed by Engineer- in-

charge.



105 Providing and fixing Fire House Box with Standard material for

placing house pipe redinit as per fire standards (for 15 m house pipe

and one nosal space)


charge.



106 Providing and fixing rubber reinforced line (RRL) Fire house pipe I S

No 636 IS marked type along with alluminium binding etc complete

.(63 mm diameter)


charge.



107 Providing and fixing brass fire nozals coupling I S No 909 I S marked

etc complete.(63 mm diameter)Spec.No.: As directed by Engineer- in-

charge.



108 Providing and fixing brass ball valve of following diameter of IS Mark

with fitting & fixtures etc complete Spec.No.: As directed by Engineer- in-

charge.



109 Providing and fixing Sluice valve 80 mm heavy duty in cast iron with

fittings and fixtures etc complete


charge.



110 Providing and fixing 15 mm Dia bib cock Spec.No.: As directed by Engineer- in-

charge. (1) As directed by Engineer Incharge and as per wording of

item. (2) Rates are inclusive all leads and lifts .111 Providing and fixing brass male & female coupling with wire binding

to house pipe etc complete.Spec.No.: As directed by Engineer- in-

charge.



112 Providing and fixing 63 mm flange at required position.Spec.No.: As directed by Engineer- in-

charge.



113 Providing casting in situ cement concrete M-15 /1:2:4 of trap metal for

bed blocks ,foundation blocks and such other items including

dewatering /formwork compacting ,finishing the exposed faces with

sufficient minimum thickness of 1: cement plaster to give smooth and

even surface or roughening them if special finish is to be provided

,finishing if required and curring etc complete.

Spec.No.Bd.E.1/P.No.287/I.S. 456[2000] Spec.No.Bd.E.1/P.No.287/I.S. 456[2000]

114 Supplying and Refixing 80 mm G.I.pipe. With requrex fittings

&fixtures etc complete.Spec.No.: As directed by Engineer- in-

charge.



115 Excavation the ground to a required depth of 20 cms removing and

conveying unwanted stuff to required distance as directed . Providing


proportion to height of 20 cms mixing garden soil and manure ,manure

thoroughly well , levelling with required slopes , light watering on

previous night ,fixing ready made lawn turf rolls or slabs of required

variety as directed, ramming on it for proper fixing and maintaining

will well established by watering , weeding ,clipping , rolling etc

complete.


charge.



116 [Preparing flower bed ] Excavating ground to a required depth of 30

cms removing and conveying unwanted stuff to a required distance as

directed , Providing and filling fresh garden soil and manure in

excavated area in 3 :1 proportion to a height of 30 cms , mixing garden

soil and manure thoroughly , well levelling ,watering , on previous

night planting seedlings of required ammuals 25 cms apart , maintaing

till well established by watering ,weeding ,stirring ,replacing of the

casualities etc complete.


charge.



117 Preparing shrubbery

Excavating the ground to required depth of 30 cms , removing and




thoroughly , well levelling , watering , on previous night maintaing will

well established by watering , weeding , stirring , replacing of the

casualties etc complete.


charge.



118 Mogra Plant /Creepers Climbers

Excavating pit with size 0.3x0.3x0.3 meter removing and conveying

unwanted stuff as directed ,Providing and filling the pit with approved

excavated material upto a height of 0.30 mtr and remaing ht of 0.60 m

with fresh garden soil and manure in 3 :1 proportion , mixing garden

soil and manure , thououghly well levellijg 1 or 2 year old healthy plant

as directed and maintaning till well established by wateing , weeding ,

stirring , replacing of the casualities , prunning etc complete .


charge.



119 Planting Large Flowering /Shaddy Trees

Digging pit of size 0.9x0.9x0.9 mtr removing and Conveying unwanted

stuff as directed providing and filling the pit with approved excavated

material upto a height of 0.30 mtr and remaing ht of 0.60 m with fresh

garden soil and manure in 3:1 proportion , mixing garden soil and

manure throughly , well leveling , watering on previous night planting

1 or 2 year old healthy tree sapling as per specifications and maintaing

till well established by watering , weeding ,stirring , replacing of the

casualites etc complete.


charge.



120 Providing Mirror Polish to New/old Marble /Kota / granite stone

flooring /dado by polishing machine using superior polishing stone of 0

to 6 no.of Suri Company and equivalent and applying superior quality

of polishing material including necessary labour As directed by Engineer-in-charge.



121 Providing and fixing mild steel grill gate with angle iron frame

with iron bars at 150 mm C/C and diagonal flats as per the

detailed drawing including hinges, pivot blocks locking

arrangement welding, revetting with oil painting in three coats

of approved colour shade. Spec.No.: As directed by Engineer

incharge.)


(1)The weight of the M. S .grill work shall be as mentioned in

the item. (2) As directed by Engineer Incharge and as per

wording of item.

122 Providing and applying three coats of water proof cement paint

of approved manufacture and of approved colour to new




before use)

Spec.No.: Bd.O.8/Page No. 406





wording of item.

123 Providing and fixing 15 mm dia. Ball cock medium type with PVC

float including sockets and necessary fittings and tested as per

municipal requirement, testing etc. complete.(Prior approval of sample

and brand by Ex.Engineer is necessary before use.) b)40 mm dia


charge.



124 Providing and fixing European type white glazed earthernware water

closet with water jet and syphonic trap with syphonic low level 10

litres UPVC cistern with UPVC seat and lid with chromium plated

brass hinges including UPVC soil and vent pipe upto the outside face

of the wall including 100 mm dia. UPVC plug bend, inlet pipe, stop tap

etc. all fittings, cutting and making good to the walls and floor, testing

etc. complete. (Prior approval of sample and brand by Ex.Engineer is

necessary before use.) (b) without flushing cistern with flush cock and

water jet






wording of item.

125 Providing and fixing marble tablet of size and description as per

detailed drawings including moulded marble / 1:2 C.M. border. Spec.No.: BR.56/Page No. 150

126 Providing and fixing white glazed earthenware full stall type Urinal

with spreader flushing arrangement,stop tap with inlet pipes and fitting

including UPVC soil pipe, UPVC trap and soil pipe connection upto

the outside face of the wall, making good to damaged surface testing

etc. complete. (Prior approval of sample and brand by Ex.Engineer is


Bd.V.23 Page No.562





wording of item.

127 Cutting down the road side thorny bushes (Wali babule etc.) having

girth from 5 cm to 20 cm including removing their roots, stacking and

conveying the materials upto 1.00 km, removing vegetation including

levelling ground as directed for both sides of road etc. complete As

directed by Engineer in charge.

Spec.No.: Rd.1/Page No.179 Spec.No.: Rd.1/Page No.179

128 Excavation for road way by mechanical means earth soil of all sorts

sand, gravel, soft murum including dressing section to the required

grade, camber and side slopes and conveying the excavated materials

with all lifts and spreading for embankment or stacking etc. as directed

by Engineer in charge.


129 Excavation for road way by mechanical means in Soft murum

including dressing section to the required grade, camber and side slopes

and conveying the excavated materials with all lifts and spreading for

embankment or stacking etc. as directed by Engineer in charge. Spec.No.: Rd.2/Page No.180 Spec.No.: Rd.2/Page No.180

130 Excavation for road way by mechanical means in Hard murum and

boulders including dressing section to the required grade, camber and

side slopes and conveying the excavated materials with all lifts and


charge.


131 Conveying materials obtained from road cutting including all lifts,

laying in layers, breaking clods, dressing to 3% camber /design

superelevation , curves, grades and presceibed section for a lead of over

50 m.upto 300 m. as directed by Engineer-in-charge. B] 100 mt to 200

mt


132 Watering and compacting the embankment formed ofmaterials obtained

from the road cutting, departmental landsor other sources within a lead

of 50 m. after laying them inlayers of 20 cm to 30 cm with 3% Camber

and designsuperelevation etc. complete. (Compaction with Power

roller).

Spec.No.: Rd.10/Page No. 187 Spec.No.: Rd.10/Page No. 187

133 Providing and fixing anodized aluminium fully glazed doors including




Engineer before use) b) For powder coated alluminium doors


charge. Spec.No.: As directed by Engineer- in-charge.

134 Providing and Fixing collapsible steel gates in two leaves with channel

pickets, pivoted flat bars, including top and bottom guides, rollers,

stoppers, handles, all fitting accessories, locking arrangement and one

coat of red lead primer and two coats of oil painting etc. complete. Spec.No. : Bd. T. 57/Page No. 511. Spec.No. : Bd. T. 57/Page No. 511.




sockets,back nuts,elbows, bends, tees, reducers, enl

Spec.No.: Bd.V.5A/Page No.551 Spec.No.: Bd.V.5A/Page No.551









Spec.No.: Bd.V.5A/Page No.551 Spec.No.: Bd.V.5A/Page No.551

137 Finishing the terrece slab integrally mixed Sq.m

with water proofing compound in C.M. 1:3 with 12 mm thick layer

including curing, finishing,using waterproofing compound as approved

by Engineer-in-charge at the rate of 1 kg per bag of cement etc.

complete.(Note : Item not to be used as waterproofing treatment over

terreces.)




138 Providing and fixing country teak wood double leaf, 2nd class partly

panelled and partly glazed door without fanlight/ ventilator as per

drawings including mat finish stainless steel fixtures and fastenings and

finishing the wood work with one coat of primer etc. (excluding door

frame) complete.

Spec.No.: Bd.T.11/Page No.482



of item.

139 Providing and applying three coats of water proof cement

paint of approved manufacture and of approved colour to new




before use)

Spec.No.: Bd.O.8/Page No.406



140 Providing and fixing informatory sign boards in square or rectangular

shape of any size made out 16 guage (1.6 mm) thick mild steel sheet

painted with one coat of zinc chromate-stoveing primer and two coats

green stove enamel paint on front side and grey stove enamel on back

side and border / message / symbols etc. with cut out of white

retroreflective sheeting of engineering grade, including M.S. angle

frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size

65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle

iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black

and white bands of 25 cm width including G.I. fixtures etc. and fixing

the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm

including transportation etc. complete. The nut bolts of board with

angle iron post/supporting structure after fixing at site has to be

electrically welded. Retroreflective sheeting should be with five years

written warrenty from the manufacture & authorised

distributor/convertor,for satisfactory field performance, durability &

stipulated retroreflectance of retroreflective sheeting.

Spec. No. :IRC 67 :2012 Spec. No. :IRC 67 :2012

141 Providing and fixing retro-reflectorised Cautionery/Warning sign

boards made out of retro reflective sheeting of micro prismatic grade

confirming to IRC:67:2012 & Type IV standards of ASTM D4956-09

specifications,fixed over 4 mm thick ACP sheet supported with back

support frame of 25 x 25 x 3 mm mild steel angle supported in Mild

steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x 50 x 5

mm M.S. bracing duly painted with synthetic enamel paint alternate

black and white bands of 25 cm of width including G.I. fixtures

etc.,firmly fixed to the ground by means of properly designed









level)


142 Retro-Reflectorised Traffic Signs Providing and fixing of retro-

reflectorised cautionary, mandatory and informatory sign as per IRC:

67 made out retro reflecting sheeting of High intensity Prismatic grade

confirming to IRC-67:2012 & TYPE -IV standards of ASTM D4956-

09 SPECIFICATIONS, fixed over 4 MM THICK ACP sheet supported

with back support frame of 25 x 25 x 3mm mild steel angle as approve,

supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5

mt long firmly fixed to the ground by means of properly designed

foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm,

60 cm below ground level as per approved drawing. The angle iron

post shall be duly painted with one coat of epoxy primer and two coats

of epoxy finish paints having alternate black and white bands of 25 cm

width including GI fixures and transportation etc complete.The nut

bolts of board with angle iron post/supporting structure after fixing at

site has to be electrically welded.7 (Seven) years warranty for Retro-

Reflective Sheeting from the original sheeting manufacturer and a




level)

Spec. No.IRC 67:2012 Spec. No.IRC 67:2012

143 Providing and fixing retro-reflectorised Mandatory / Regulatory

sign boards made out of retro reflective sheeting of micro prismatic

grade confirming to IRC:67:2012 & Type IV standards of ASTM

D4956-09 specifications,fixed over 4 mm thick ACP sheet supported

with back support frame of 25 x 25 x 3 mm mild steel angle supported

in Mild steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x

50 x 5 mm M.S. bracing duly painted with synthetic enamel paint

alternate black and white bands of 25 cm of width including G.I.

fixtures etc.,firmly fixed to the ground by means of properly designed









level)


144 Direction and Place Indentification Signs with size more than 0.9 sqm

size board Providing and fixing retro-reflectorised direction and place





with area exceeding 0.9 sqm supported in Mild steel angle Iron post 75

x 75 x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly

painted with synthetic enamel paint alternate black and white bands of

25 cm of width including G.I. fixtures etc. ,firmly fixed to the ground

by means of properly designed foundation of M 20 grade cement

concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level complete

(as per MORT & H specification No.801) (for area more than 0.9

sqm)including transportation etc. complete.









145 Signs with size more than 0.9 sqm Size Board.

Direction and Place Indentification

Signs upto 0.9 sqm Size Board.

Providing and fixing retro-reflectorised direction and place





with area upto 0.9 sqm supported in Mild steel angle Iron post 75 x 75

x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly painted

with synthetic enamel paint alternate black and white bands of 25 cm

of width including G.I. fixtures etc. ,firmly fixed to the ground by

means of properly designed foundation of M 20 grade cement concrete

45 cm x 45 cm x 60 cm ,60 cm below ground level complete (as per

MORT & H specification No.801) (for area upto 0.9 sqm) including

transportation etc. complete.




Reflective sheeting from the original sheeting anufacturer and a




Board shall be at least 2.6 m above Ground level) CSR i no 108 page

no 210 (This shall be only used for N.H./M.S.H./S.H.)(Bottom of


146 Signs upto 0.9 sqm Size Board.

Providing and fixing R.C.C. 1:2:4 200 m. stone of size (15 X 10 X 65

cm ) as per I.R.C. design (IRC 26-1967) including cost of

reinforcement @ 100 kg / cum), painting, numbering, fixing in

standard size (35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.

Spec. No. : As directed by Engineer - in -

charge.



147 Providing and fixing R.C.C. 1:2:4 boundary stone of size (15 X 15 X

90 cm ) including cost of reinforcement @ 100 kg / Cum as per type

design including painting, numbering, fixing in standard size (45 X 45

X 75 cm ) C.C. 1:4:8 block etc complete.


charge.



148 Providing and fixing of Median Marker that are made of tough,high

impact resistant injection molded, thermoplastic body with an isosceles

trapezoidal structure of length,width and height not less than 15 cm ,10

cm and 10 cm respectively and thickness not less than 1.8 mm ,the

body structure shall be rounded at its acute angle ,all the corners and

edges.The plastic used for molding the Median Marker shall have a

minimum Notched Izod Impact strength value of 600 J/m at room

temperature ,when tested in accordence with ASTM D256 and shall

retain at least 70% of this value when subjected to accelerated

weathering for 1000 hrs. as per ASTM G1566 or UL746C.The logo of

the manufactur-er shall be embossed on either side of the body in the

injection molding process.The median Marker shall have rectangular

shaped fluroscent yellow colour retroreflective sheeting of size not

less than 8.5 cm x 8.5 cm and fully reflective micro prismatic cube

corners as its retro-reflective elements as per IRC 67 ,2010 and ASTM

D4956 type XI specifications reflectivity values.The retrreflective

sheeting shall be one or both sides of the median Marker and shall be

edge protected with no exposed edges which will prevent edge lifting,

Spec. No. : As directed by Engineer - in - charge.



149 Supplying and fixing of Molded Shank Raised Pavement Markers made

of Polycarbonate and ABS moulded body and reflective panels with

micro prismatic lens capable of providing totl internal reflection of the

light entering the lens face and shall support a load of 16000 kg tested

in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORT&H Circular

No,RW/NH/33023/10-97-DO III Dt.11.6.1997.The height width and

length shall not exceed 50 mm,100 mm and 102 +/- mm and with

minimum reflective area of 13 sqcm on each side and slope to the base

shall be 35 +/- 5 degree.The strength of detachment of the integrated

cylindrical shanks (of diameter not less than 19 +/- 2 mm and height

not less than 30 +/- 2 mm ) from the body is to be a minimum value of

500 Kgf.Fixing will be by drilling holes on the road for the shanks to

go inside,without nails and using epoxy resin based adhesiv as per

manufacturer's reccommendation and complete as directed by the

Engineer

Spec. No. : As directed by Engineer - in - charge.



150 Providing and laying of hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass beads as per

IRC:35 .The finished surface to be level, uniform and free from streaks

and holes etc complete.

Spec. No. :M.O.R.T. & H. 2001,

Clause No. 803 P. No. 320

151 Supplying trap /granite /quartzite / gneiss stone metal of required size

by bringing the boulders at the road side breaking them to required

gradation including conveying the boulders and stacking the broken

metal etc. complete.Rd.19,20,21,22.P.NO.197 TO 201



The size of 80 mm metal and 40 mm metal shall be as per the

specified gradation. (3) The rate is inclusive of all lead and lift.

(4) The work shall be carried out as directed by Engineer-in-

charge and as per wording of item.

152 Supplying murum having PI < 6 at the road side, including conveying

and stacking complete.

Rd.23 P.NO.202



The rate is inclusive of all lead and lift. (3) The work shall be


wording of item.

153 Spreading 80 mm metal including sectioning complete.

Spec.No.: Rd.29/Page No.205



154 Spreading gravel / sand / soft murum /avilable murum over rubble

soling /W.B.M.surface blanketing berms etc.complete. Rd.28/P.NO.205



155 Compacting the sub grade/gravel/ oversize metal (200 mm loose) layers

for all widths with static roller including necessary, labour, materials

and artificial watering complete.

Rd.32/P.NO.205(1) As directed by Engineer Incharge and as per wording of


156 Providing & fixing of approved thickness interlocking concrete pavers

(Monolithic single layer preacast concrete blocks) of grey cement in

red,black,brown or any colour with pigments @ 3% by weight of

cement having average crushing strength 50 N/Sqmm placed on

uniformly graded river sand sand cushioning of average 25 mm

thickness with proper compaction with mechanical compactor in

proper line ,level,grade and camber as directed etc complete Prior

permission of Chief Engineer in writing is necessary before execution

of item of paving block as per Govt. Resolution No. CAT-10/11/ case

no. 360/Building, Mantralaya Mumbai, Dated 09/12/2011. A) 100mm

thick in M-40 Grade C1:-Plane


charge.



157 Excavation for catch / side water gutter in all sort of soils, soft murum

etc. to the specified section including stacking the excavated stuff in

regular bund and disposing off unsuitable or excess stuff upto a lead of

50 m and spreading as directed by Engineer-in-charge.

.Spec.No.: Rd.9/Page No.187



158 Excavation for foundation in hard murum including shoring and

strutting as necessary and disposing off excavated stuff within lead of

100 m as directed etc. complete. Lift upto 1.5 meter Spec.No.: BR.3/Page No.102



159 Providing rubble filling of trap / granite / quartzite / gneiss stones in

foundation including hand packing filling gravel / sand in the voids etc.

complete.

Spec.No.: CD 1/Page No.159 (1) As directed by Engineer Incharge and as per wording of


160 Providing granular sub-base by close graded material, mixing in a

mechanical mix plant at OMC, carriage of mixed Material to work site,

spreading in uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired density

etc. complete as per clause 401. Grading-II Material Spec. No.: M.O.R.T & H -2001 Cl. 401

Page No.101



The stone metal shall be of specified gradation. (3) As directed

by Engineer Incharge and as per wording of item. (4) Rates are

inclusive all leads and lifts .

161 Providing, Laying, Spreading and compacting stone aggregates of

specific sizes to Water Bound Macadam specification including

spreading in uniform thickness, hand packing, rolling with 3-wheeled

steel/vibratory roller 8 to 10 tonnes in stages to proper grade and

camber, applying and brooming requisite type of screening/binding

material to fill up the interstices of coarse aggregate, watering and

compacting to the required density, etc. complete. For metal grade I,

using stone screening type A stone screening type A

Spec. No.: M.O.R.T & H -2001 Cl. 404

Page No.112






a) For metal grade I, using stone screening type A

b) For metal grade II, using stone screening type B

162 Providing and constructing 75 mm.thick bituminious bound macadam

(BBM) road surface including supplying all materials, preparing the

existing road surface, spreading 40mm. stone metal layers 30% crusher

broken metal + 70% Hand broken (by breaking rubble obtained by

blasting) heating and spraying the bitumen of 60/70 grade @ 2 Kg /

sqm, spreading 12 mm.size chips compacting with power roller etc.

complete. a) On existing WBM surface including picking.




The quality of bitumen shall be tested from laboratory. (3) The

stone metal shall be of specified gradation. (4) As directed by

Engineer Incharge and as per wording of item. (5) Rates are


163 Providing and laying Hot Mix Hot Laid Bituminous Macadam of

required 50 mm thickness with required 3.40 % of bitumen of VG 30,

by weight of total mix for levelling course to remove irregularities,

including all materials and crushed aggregates of require grading,

premixed with bitumen binder , including diversion of traffic, heating

bitumen and chips in suitable plant, laying biituminous macadam over

a previously prepared surface by hydrosatics paver finisher with sensor

control to the required grade level and aligment , including compacting

with vibratory roller, transportation and cost of all mterials, cleaning

etc complete .B]For thikness of 50to 70mm with 3.4% Bitumen and

Grading II coarse aggregate 2 USING DRUM MIX type hot mix plant

with SCADA and V-sat attachment ,Transporting the hot mix

maaterial to site with VTS [vehicle tracking sytem]

Spec : As per MORTH specification Fifth

Edition Clause No.504 and IRC-SP-97-2013







164 Providing and laying bituminous concrete using crushed aggregates of

specified grading premixed with bituminous binder @ 5.00 per cent by

weight of total mix and filler, transported to site with VTS , laid over a

previously prepared surface, finished to the required grade, level,

alignment, and rolling to achieve the desired compaction VG-30

Bitumen,Excluding tack coat. USING 80 TPH Batch mix type hot

mix plant with SCADA, Sensor Paver, Intelligent Compactor with

compaction analyzer and V-Sat attachment with Stone Dust filler

As per MORTH specification Fifth Edition

Clause No.510







165 Providing and laying in situ cement concrete of 1:4:8 proportion

with trap / granite / quartzite / gneiss metal in foundation

including necessary compacting and curing complete. (Including

plywood/ steel formwork) The C.M. 1:3 plaster is considered for

rendering uneven and honeycombed surface only. Newly laid

concrete shall be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering/formwork will not be allowed).

Bd.E.1 P.NO.287& I.S. 456 (2000)







(7) The river sand brought on site shall be washed prior to

mixing for concrete. No claim or enhancement of rate due to this

provision shall be entertained. (7a) Preferably river sand shall be




reduced. (8) All the materials such as cement , sand , metal and

water shall be got tested as per frequency and approved from

the Engineer - in - Charge.

166 Providing and laying in situ cement concrete of M-15 / 1:2:4 with trap

/ granite / quartzite / gneiss metal in Drain wall including plywood/

steel formwork and steel centering, compaction by vibrator, finishing

uneven and honeycombed surface with C.M.1:3 of sufficient minimum

thickness to give smooth and even surface, filling joints with bitumen,

curing etc. complete. (Excluding cost of reinforcement.) The C.M. 1:3

plaster is considered for rendering uneven and honeycombed surface

only. Newly laid concrete shall be covered by gunny bag, plastic,

tarpaulin etc. (Wooden centering/formwork will not be allowed).

CD. 3P.NO.160/ I.S. 456 (2000)
















167 Providing and fixing reinforced cement concrete cover in M-20 grade

of 7.5 cm thick over manhole and inspection chamber including mild

steel reinforcement, curing testing etc. complete. (1.15 m x 0.6 m. size)


before use.)


charge.

As directed by Engineer- in-charge.

168 Providing and fixing A.C./ UPVC pipes of 100 mm diameter and of

required length for For weep holes in abutment.riding return including

necessary inverted filter etc complete. As directed by Engineer-in-charge.



The rate is inclusive of all lead and lift. (3) The work shall be


wording of item.

169 Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite /

gneiss metal in foundation as levelling course including necessary

bailing out water, including plywood/steel form work, steel centering,

compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster

is considered for rendering uneven and honeycombed surface only.


etc. (Wooden centering/ formwork will not be allowed).

BR.5P.NO.105/I.S.456[2000]







(7) The river sand brought on site shall be washed prior to

mixing for concrete. No claim or enhancement of rate due to this

provision shall be entertained. (7a) Preferably river sand shall be




reduced. (8) All the materials such as cement , sand , metal and

water shall be got tested as per frequency and approved from

the Engineer - in - Charge.

170 Providing and laying C.C. of required grade of trap / granite / quartzite

/ gneiss metal for cast in situ piers, abutments, returns, wings etc.

including provision of 'V' shaped false joints to form suitable panels on

the faces to approved design including plywood/ steel formwork, steel

centering, compaction by vibrating finishing uneven and honeycombed

surface with C.M.1:3 of sufficient minimum thickness to give a smooth

and even surface or roughening the surface if special finish is to be

provided, curing and bailing out water. The C.M. 1:3 plaster is

considered for rendering uneven and honeycombed surface only.

(Excluding reinforcement, including cover block) Newly laid concrete


centering / formwork will not be allowed). b) For C.C. M-20grade

BR.27P.NO.127/I.S.456[2000]


(2) Use of admixture shall be permitted , however no extra

payment will be made on that account. (3) No extra payment

shall be made for finishing the work in cement mortar 1:3 if

required to be executed as directed by Engineer in Charge . (4)

Before concreting work , cement from each consignment shall be

got tested and if required the mix shall be got modified to

strength of fresh cement available in stock and concreting work

shall be done according to redesigned mix without any extra

cost to Government. (5) Additional specification attached on

Page No 117 to 125 separately shall also be applicable to this

item. (6) The formwork and steel centering specification are

separately attached on Page No 118 to 121. (7) The river sand

brought on site shall be washed prior to its mixing for concrete.

This condition is applicable for sand related items elsewhere.

No claims or enhancement of rates due to this provision shall be

entertained." (8) Preferably river sand shall be used for

concreting. However crushed stone sand is permitted if river

sand is not available after due approval of Engineer in charge. In

such case rates for concreting will be suitably reduced. (9) Mix

design shall be reverified / modified after every four months or

whenever there is change in source of quarry materials ,

whichever is earlier. The charges for mix design shall be borne

by the contractor. (10) The cement consumption considered for

this item is 375 kilogramme/cubic metre of concrete. However

actual cement consumption shall be as per approved mix

design. (11) The concrete shall be mixed in weigh batch mixture

171 Providing and laying in situ Cement concrete of required grade of trap /

granite / quartzite / gneiss metal for R.C.C Work in solid / deck slab

including plywood/steel formwork, steel centering, compaction by

vibrating finishing uneven and honeycombed surface with C.M.1:3 of

sufficient minimum thickness to give a smooth and even surface or

roughening the surface if special finish is to be provided, curing and

finishing in cement plaster (Excluding reinforcement, including cover

block) The C.M. 1:3 plaster is considered for rendering uneven and


gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will

not be allowed). b) For C.C. M-25 grade BR.38 P.NO.135/I.S.456[2000]


(2 ) M 25 concrete shall be provided instead of cement concrete

1:1.5:3 as specified in BD F - 5. (3) Use of admixture shall be

permitted , however no extra payment will be made on that

account. (4) The appropriate mix design shall be got approved

well in advance from approved laboratory, before starting of

work (5) The charges for mix design shall be borne by the

contractor. (6) Cement from same stock sent for mix design shall

be used for concrete work. (7) No extra payment shall be made

for finishing the work in cement mortar 1:3 if required to be

executed as directed by Engineer in Charge . (8) Cement from

same stock sent for mix design shall be used for concrete work."

(9) Before concreting work , cement from each consignment

shall be got tested and if required the mix shall be got modified

to strength of fresh cement available in stock and concreting

work shall be done according to redesigned mix without any

extra cost to Government.

172 Providing and cutting, bending, hooking, laying, in position and tying

bar reinforcement as per detailed drawing for R.C.C. works etc.

complete. b) TMT steel bars

BR.35 P.NO.134/TMT Fe 415[2000]

(1) Read H.Y.S.D. in place of mild steel. (2) The binding of

reinforcing shall be as per the design schedules and drawings.

(3) The detailing of reinforcement shall be done as per the

relevant IS code or as directed by Engineer-in-charge. (4)

Binding wires of galvanized iron duely plastic coated shall be

used at no extra cost to Government. (5) Tested steel bars

brought by contractor shall be used only after treating with anti

corrossive treatment. (6) The steel shall be tested and confirm to

relevant IS code / specification. (7) The bar bending schedule

shall be submitted and got approved from the Engineer - in -

Charge. (8) Bar bending and cutting machine shall be used."

173 Providing 90 cm thick flexible stone mat as per standard drawing

including supplying all materials at work site spreading and

compaction etc. complete. As directed by Engineer-in-charge.



174 Providing selected murum (having PI < 6 ) filling including laying in

layers of 15 cm to 20 cm watering and compacting etc. complete.

CD.14 P.NO.167






175 Providing and fixing trap / granite / quartzite / gneiss guard stone/

indicator stone of standard size (15 X 15 X 15 cm ) and shape

including fixing in block of standard size (45 X 45 X 45 cm ) of

C.C. 1:4:8 with white washing etc. complete.

Rd.70.P.NO.244



176 Providing R.C.C. 1:2:4 5'th Km. Stone on S.H. and M.D.R. etc.

including cost of reinforcement @ 100 kg / cum), painting, numbering

etc. complete as per IRC design (IRC 8-1980) for highway 5th km.

Stones and fixing in standard size (55 X 80 X 60 cm ) C.C. 1:4:8 block

etc complete.


charge.



177 Providing R.C.C 1:2:4 ordinary km. Stones including cost of

reinforcement @ 100 kg / cum) painting numbering etc. complete for

S.H. way and M.D.R. as per IRC design (IRC 8-1980) for highway km

stone and fixing in standard size (63 X 63 X 60 cm ) C.C. 1:4:8 block

etc complete.


charge.



178 Providing R.C.C. 1:2:4 ordinary km. stones, for ODR and V.R.

including cost of reinforcement @ 100 kg / cum) painting numbering

etc. complete as per I.R.C. design (IRC 8-1980) for highway km.stone

and fixing in standard size (67 X 50 X 60 cm ) C.C. 1:4:8 block etc

complete.


charge.



179 Providing and fixing R.C.C. precast cement concrete M-15 pedestal OF

SIZE 0.75 X 0.75 X 0.20 m including cost of steel reinforcement for

Km.stone as per detailed drawing and specification including

transportation of pedestal Block , all lifts etc. complete.


charge.



180 Providing sills of polished Kota stone 20mm to 25mm thick, on

a bed of cement mortar 1:4 including cement float, filling joints

with slurry, curing, polishing, cleaning complete.


charge.



181 Proviing fire extinguisher , CO 2 type 2.0 KG with

horn and pipe capacity etc complete. Spec.No.: As directed by Engineer- in-

charge.



182 Proviing and fixing fire extinguisher , CO 2 type 4.5

KG with horn and pipe capacity etc complete. Spec.No.: As directed by Engineer- in-

charge.





pipe etc complete.


charge.





pipe etc complete.


charge.



185 Proviing and fixing fire extinguisher , water type 9

LT capacity etc complete.


charge.



materials to be supplied by contractor -nil- · gf 9086.20 rupees nine thousand eighty-six and...

Documents