PROPOSED RENOVATION & GARDEN DEVELOPMENT OF FUL BAUG (KHANDI POL GARDEN) IN SURENDRANAGAR MUNICIPAL CORPORATION, SURENDRANAGAR (3rd Attempt)

BILL OF QUANTITIES (PROPOSED PAVER BLOCK WALK WAY)

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

1.00 Dismentaling tiled of stone floors laid in mortar 117.50 Sqm 46.77

including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift.

2.00 Excavation for foundation upto 1.5 m depth including 90.25 Cum 203.83

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3.00 Providing and laying cement concrete 1:2:4 (1- Cement : 19.00 Cum 4166.72

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth

4.00 Providing and fixing pre-cast Rubber Dye / steel Dye 190.00 Sqm 683.88

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for levelling

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

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

5.00 Providing and fixing pre-cast concrete kerb stone of 288.00 Rmt 383.38

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

6.00 Providing and laying 500x500x40 mm thick Turf paver 285.00 Sqm 1725.18

(Turfpave XD) on 150 mm thick sub grade of compacted

bed of 20 mm thick nominal size stone aggregate and

base course and filling with 150 mm thick Jamuna sand,

including spreading, well ramming, consolidating and

finishing smooth etc. all complete as per direction of

Engineer-in-charge.

7.00 Supplying and stacking of good earth at site including 28.50 cum 811.79

royalty and carriage upto 5 km lead complete (earth

measured in stacks will be reduced by 20% for

8.00 Supplying and stacking of sludge at site including royalty 28.50 cum 436.07

and carriage upto 5 km lead complete (sludge measured

in stacks will be reduced by 8% for payment)

9.00 Mixing earth and sludge or manure in the required 57.00 cum 56.26

proportion specified or directed by the Officer-in-charge

10.00 Spreading of sludge, dump manure and/or good earth in 57.00 cum 80.50

required thickness as per direction of officer-in-charge

(cost of sludge, dump manure and/ or good earth to be

paid separately).

11.00 Providing & laying of Selection no. 1 Doob grass turf 285.00 Sqm 114.84

with earth 50mm to 60mm thickness of existing ground

prepared with proper level and ramming with required

tools wooden and than rolling the surface with light

roller make the surface smoothen and light watering the

same and maintenance for 30 days or more till the grass

establish properly, as per direction of the officer-in-

BILL OF QUANTITIES (RENOVATION OF EXISTING COMPOUND WALL AND GATE)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

12.00 Demolition of Brick work and stone masonry including 2.16 Cum 536.09

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

13.00 Dismentling steel work including distempering and 86.97 Kg 3.67

stacking the materials with all lead and lift

14.00 Demolition including stacking of serviceable materilas 0.75 Cum 1030.81

and disposal of unserviceable materials with all lead and

lift. (i) R.C.C. work

15.00 Removing and scraping of old deteriorated plaster of 169.29 Sqm 18.94

any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

16.00 Providing and laying cement concrete 1:2:4 (1- Cement : 0.75 Cum 4166.72

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth

17.00 Brick work using common burnt clay building bricks 9.45 Cum 4051.78

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

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

: 5 -fine sand)(B) Conventional

18.00 20mm thick sand faced cement plaster on walls upto 277.19 Sqm 326.11

height 10 metres above ground level consisting of

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

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

cement : 1-sand) etc. complete.

19.00 Applying priming coat on wall surface after the surface 357.37 Sqm 30.74

to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

20.00 Finishing wall with weather proof exterior emulsion 357.37 Sqm 114.53

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

shape even shade after thoroughly brushing the surface

to remove all dirt, and remains of loose powdered

materials.etc complete

21.00 White washing with lime on wall surface (two coats) to 75.00 Sqm 12.09

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

22.00 Providing and applying artistic painting work on walls, 75.00 Sqm 899.71

including surface preparation, primer coat, and final

finishing coats. The surface preparation shall involve

cleaning the concrete/masonry surface thoroughly by

removing dust, dirt, grease, algae, old paint, and loose

particles using wire brushes, sandpaper, and water

jetting. Any surface cracks or undulations shall be

repaired using approved exterior-grade crack filler and

leveled for uniformity. One coat of high-quality

distemper shall be applied as a base layer, followed by

two or more coats of weatherproof exterior-grade

acrylic paint of approved make and shade. All paints

used shall be UV-resistant, water-repellent, and suitable

for outdoor concrete surfaces to ensure long-lasting

performance and aesthetic appearance. Work includes

necessary safety measures, tools, labour, and complete

finishing as directed by the Engineer-in-Charge.

23.00 Providing and laying polished Kota stone slab flooring 3.90 Sqm 971.95

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

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

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

cement slurry mixed with pigment to match the shade

of slab including rubbing and polishing etc. complete.

24.00 Providing, supplying, and fixing precast RCC ballustered 25.00 No. 252.50

with minimum height 650 mm height as per approved

by engineer charge.

25.00 Providing, fabrication MS gate/ grills/ M.S. structurs to 3.00 kg 86.80

site with loading, unloading and carting of M.S. sections

such as joints, channels, angles, iron rails etc. (angles

and channels below 10 mm thickness) including Railway

freight, complete as directed. Fixing, lowering, laying

and erecting of various sizes of M.S. sections such as

joints, channels, angles, plates etc. complete in position

with all labour charges including Preparing surface of

new steel and other metal work by thoroughly cleaning

of oil, grease, dirt and foreign matter using brushes, fine

steel wool, scrapers and sand paper and applying one

coat of ready mixed red oxide primer with Finishing

work with two coats of approved quality enamel paint

of required shade on new steel/metal surface to give

smooth, even shade all complete as per specifications

and direction of Engineer-in-charge.

26.00 Providing, fabricating, and fixing Ferrocement Gate of 1.00 Job 555500.00

approved design and size (Minimum size = 2 x 2.5 m),

consisting of M.S. framework made from suitable size

sections (angles, flats, pipes) as per structural

requirement, covered with multiple layers of chicken

mesh (minimum 24 gauge, 12 mm x 12 mm) tied and

fastened properly with binding wire, finished with rich

cement mortar (1:2 or 1:2.5) plaster on both sides to

required thickness, cured adequately to achieve

strength and durability. The gate shall be provided with

hinges, holdfasts, locking arrangements, primer coat,

and two coats of enamel paint of approved shade,

complete in all respects including cost of materials,

labour, tools, scaffolding, and curing, as per design,

drawing, and direction of Engineer-in-charge.

BILL OF QUANTITIES (PROPOSED LANDSCAPING WORK)

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

27.00 Clearing jungle including uprooting of rank vegetation, 670.00 Sqm 18.89

grass, brush wood, trees and saplings of girth up to

cm measured at a height of 1 m above ground level and

removal of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

28.00 Trenching in ordinary soil up to a depth of 60 cm 28.80 cum 120.19

including removal and stacking of serviceable materials

and then disposing of surplus soil, by spreading and

neatly levelling within a lead of 50 m and making up the

trenched area to proper levels by filling with earth or

earth mixed with sludge or / and manure before and

after flooding trench with water (excluding cost of

imported earth, sludge or manure).

29.00 Supplying and stacking of good earth at site including 189.99 cum 811.79

royalty and carriage upto 5 km lead complete (earth

measured in stacks will be reduced by 20% for

30.00 Supplying and stacking of sludge at site including royalty 112.99 cum 436.07

and carriage upto 5 km lead complete (sludge measured

in stacks will be reduced by 8% for payment)

31.00 Mixing earth and sludge or manure in the required 302.98 cum 56.26

proportion specified or directed by the Officer-in-charge

32.00 Spreading of sludge, dump manure and/or good earth in 302.98 cum 80.50

required thickness as per direction of officer-in-charge

(cost of sludge, dump manure and/ or good earth to be

paid separately).

33.00 Rough dressing the trenched ground including breaking 909.90 Sqm 2.32

34.00 Providing & laying of Selection no. 1 Doob grass turf 909.90 Sqm 114.84

with earth 50mm to 60mm thickness of existing ground

prepared with proper level and ramming with required

tools wooden and than rolling the surface with light

roller make the surface smoothen and light watering the

same and maintenance for 30 days or more till the grass

establish properly, as per direction of the officer-in-

35.00 Plantation for Shrubs: Providing, supplying, unloading, 2280.00 Each 35.35

nursery set up, and carrying out plantation work

including preparation of pits, plantation, staking,

watering, fertilizer and compost application, pest

control treatment, and maintenance till proper

establishment of plants, as per technical specifications.

36.00 Ixora coccinea 2-3 feet 300.00 Each 126.25

37.00 Murraya paniculata 2 feet 1600.00 Each 177.76

38.00 Desmodium green 6-8 feet 50.00 Each 1969.50

39.00 Alstonia pink (hedge) 2-3 feet 250.00 Each 328.25

40.00 ficus panda topiori 3-4 feet 20.00 Each 984.75

41.00 allocosia species 2-3 feet 10.00 Each 328.25

42.00 creeper - Combretum indicum 50.00 Each 262.60

43.00 Plantation for trees: Providing, supplying, unloading, 163.00 Each 230.28

nursery set up, and carrying out plantation work

including preparation of pits, Digging of pits (2 ft x 2 ft),

plantation, staking, watering, fertilizer and compost

application, pest control treatment, and maintenance

till proper establishment of plants, as per technical

specifications.

44.00 Radermachera sinica 4-5 feet 28.00 Each 1313.00

45.00 Thespesia populnea 6-8 feet 90.00 Each 2363.40

46.00 terminalia mantaly varigata 5-6 feet 10.00 Each 16412.50

47.00 terminalia mantaly green 8-10 feet 15.00 Each 2626.00

48.00 Cerbera odollam 5-6 feet 20.00 Each 1969.50

49.00 Plantation for Other Palm Species (excluding Date 697.00 Each 230.28

Palm): Providing, supplying, unloading, nursery set up,

and carrying out plantation work including preparation

of pits, Digging of pits (3 ft x 3 ft), plantation, staking,

watering, fertilizer and compost application, pest

control treatment, and maintenance till proper

establishment of plants, as per technical specifications.

50.00 Wodyetia bifurcata 8-10 feet 35.00 Each 1313.00

51.00 pendaneous species 1 feet 620.00 Each 59.59

52.00 traveller palm 6 feet 12.00 Each 1969.50

53.00 Latania red palm 4-5 feet 30.00 Each 590.85

54.00 Plantation for Date palm: Providing, supplying, 20.00 Each 1313.00

unloading, nursery set up, and carrying out plantation

work including preparation of pits, Digging of pits (1 m x

1 m), plantation, staking, watering, fertilizer and

compost application, pest control treatment, and

maintenance till proper establishment of plants, as per

technical specifications.

55.00 Phoenix dactylifera (Ready date palm) 10-15 feet 20.00 Each 17069.00

56.00 Providing, fabrication MS gate/ grills/ M.S. structurs to 392.00 Kg 86.80

site with loading, unloading and carting of M.S. sections

such as joints, channels, angles, iron rails etc. (angles

and channels below 10 mm thickness) including Railway

freight, complete as directed. Fixing, lowering, laying

and erecting of various sizes of M.S. sections such as

joints, channels, angles, plates etc. complete in position

with all labour charges including Preparing surface of

new steel and other metal work by thoroughly cleaning

of oil, grease, dirt and foreign matter using brushes, fine

steel wool, scrapers and sand paper and applying one

coat of ready mixed red oxide primer with Finishing

work with two coats of approved quality enamel paint

of required shade on new steel/metal surface to give

smooth, even shade all complete as per specifications

and direction of Engineer-in-charge.

BILL OF QUANTITIES (DEMOLITION OF EXISTING FOUNTAIN, LIBRARY & PROPOSED

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

57.00 Demolition of Brick work and stone masonry including 27.20 Cum 536.09

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

58.00 Demolition including stacking of serviceable materilas 3.13 Cum 1030.81

and disposal of unserviceable materials with all lead and

lift. (i) R.C.C. work

59.00 Dismentling doors, windows, ventilators etc. (wood or 7.00 Each 182.94

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift.(i) Not exceeding

60.00 Dismentling steel work including distempering and 79.20 Kg 3.67

stacking the materials with all lead and lift.

61.00 Replacig/Dismentalling of the existing benches at 6.00 Each 153.52

located place or instruction given by engineer in charge

62.00 Providing and supplying RCC turfted lathery Bench 7.00 Each 8006.78

Garden Bench with armrests, suitable for outdoor use in

Gujarat, manufactured using M-30 grade reinforced

cement concrete (RCC) / Pre cast with a smooth finish

and weather-resistant properties. The bench shall have

an overall length of approximately 1500 mm, a seat

width of 450 mm, and a total height of 900 mm, with a

backrest height of 450 mm from the seat. It shall be

designed to accommodate three persons and shall be

supported on sturdy RCC legs with integrated armrests

for enhanced comfort and durability. The concrete

components shall be reinforced with TMT bars of a

minimum 8 mm diameter as per structural design

requirements including paints. The surface shall be

finished with a protective anti-carbonation coating for

extended life. The bench shall be installed at designated

locations as per site requirements, with the rate

including transportation, loading, unloading, and

installation, complete as per the engineer-in-charge's

63.00 Providing, constructing and finishing of aesthetically 45.00 Sqm 33835.00

designed open-air library structure made from

ferrocement panels, including curved side walls, roof

arches and integrated book racks. The structure shall

have a centrally planted tree space with circular

ferrocement seating around the trunk. The outer

surface of the ferrocement library shall be finished with

designable china mosaic work in approved pattern and

color, while the inner surface shall be smoothly

plastered and finished with approved texture/paint as

per suggested. All book racks shall be fabricated

monolithically in ferrocement with proper

reinforcement, designed to carry required load of

books, finished in paint/texture for durability and

aesthetics. The work shall include all materials, labour,

formwork, scaffolding, curing, finishing and complete in

all respects as per drawings and instructions of the

Engineer-in-charge

BILL OF QUANTITIES (PROPOSED SITC OF STREET LIGHT WORK)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

64.00 Supplying, installing, testing, and commissioning of 25.00 Each 25781.26

decorative double arm street lighting pole of 5 meter

height , fabricated from galvanized mild steel tubular

section with corrosion-resistant coating, complete with

base plate, anchor bolts, and foundation accessories as

per standard design. The pole shall be fitted with an

aesthetically designed LED luminaire of 50 watt

capacity, delivering high-efficiency illumination with

power factor > 0.95, THD < 10%, IP66 protection, and

mounted at appropriate height with elegant curved

arms as shown in drawing. The scope includes

transportation, installation and functional testing of the

pole and luminaire to the satisfaction of the Engineer-in-

Charge. All components shall conform to relevant

BIS/IEC standards and be approved make.

65.00 Providing and, fixing heavy duty flange type brass cable 50.00 Each 33.33

gland with rubber ring for PVC insulated armoured cable

complete with out going tails, insulating tape etc for

following size of cables. © (A) 2 to 4 core 2.5 / 4 Sq. mm

66.00 Solder less crimping type Aluminium lugs conforming to 50.00 Each 6.06

IS suitable for cable of following size evenly crimped

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an

approved manner. (A) 1.5/ 2.5/4/6 Sq.mm

67.00 providing and erecting Miniature circuit breaker single 50.00 Each 112.11

pole 6A to 25A suitable to operate on 240 V A.C. system

and having breaking capacity 10 KA to be erected in

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

68.00 Supplying and erecting Flexible PVC insulated multi 175.00 Mtr. 77.77

strand multi core 1.1 kv grade ISI marked copper wires

of following size to be erected as directed. (h)

Sq.mm 3 core round PVC sheathed

69.00 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured 658.00 Mtr. 215.13

cable multistrand Copper conductor for 1.1 KV. to be

laid on wall with necessary clamps or in existing trench

/ pipe at road crossing or floor of following size of cable.

(A) 3 core 2.5 Sq. Mm

70.00 Supplying and erecting B class Galvanized iron pipe 37.50 Mtr. 326.23

having smooth finished bore of the pipe on both ends

erected nuts and bolts along the pole / wall shaping

the pipe as per site requirement. Pipe dia as following.

71.00 Providing & laying approved make Double walled 658.00 Mtr. 62.62

corrugated pipes (DWC) of polyethylene (conforming to

IS 14930 II) with necessary connecting accessories of

same material at required depth for laying of cable.

below ground / road surface for enclosing cable and

back filling the same to make ground as per original.

(A)50 mm outer dia

72.00 Supplying & erecting IP 55 grade following size section 1.00 Each 3595.60

pillar fabricated from joint less M.S. Sheet with angle

iron legs made from jointless M.S. Angle with cable

clamps to be buried in ground to have appropriate

erection to work uniform until erected with cement

concrete foundation and 45 cm high bricks work

finishing with plaster etc. hinged double door internally

supported on both side, with internal and outside

looking arrangement with look and keys in duplicate

x 35 x 5 mm M.S. Angle of Two Nos. one is welded and

other with nut and bolt for erecting Bakelite sheet.

Painting the Section Pillar inside and out side with three

tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per

IP 55 test & followed by IS 2147 of 1962 (B) 75 X 60 X

cm section pillar fabricated from 16 Gauge MS Sheet

with angle iron legs 45 cm long made from 35 X 35 X

mm thick MS angle.

73.00 Supplying & erecting approved make Digital time switch 1.00 Each 3168.37

having lithium cell 6 years operative and operate

battery backup 1 channel day clock with 14 memory

programme, suitable to operate on 240V + 5%, 16A

with, floating contacts Minimum switching setup time

minimum & LCD display. Also comprised permanent

ON/OFF switching. Programming switches & housed in

fire proof thermoplastic enclosure & transparent cover

erected as required with necessary connection erected

74.00 Approved make Four pole moulded case circuit breaker 1.00 Each 6173.12

having breaking capacity ICU of 25 KA. at 415 V,having

normal current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on A.C.

supply 50 c/s. with all internal connections & complete

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

75.00 Supplying and erecting approved make suitable panel 1.00 Each 43.43

indicator LED type lamp, lens cover, complete erected

with necessary connections.

76.00 Pro. & erecting electronic overload relay with single 1.00 Each 5752.96

phasing preventer [ (L&T, Alstom, BCH,T.C., Siemens,

C&S make). [a] for 30 to 50 Amp.

77.00 Providing and erecting AC-3 duty 3 pole power 1.00 Each 4793.46

contactor with 2 NO & 2 NC aux contacts complete with

415V/220V operating coil suitable for (L&T, BCH,T.C.,

Siemens, C&S make). (B) for 40 A rating

78.00 Providing 1:2:4 cement concrete foundation & 70 % 25.00 Each 809.01

PCC from bottom including excavation for the pole of

size 45 x 45 x 100 cm. Deep in below ground level with

plinth of 45 cm x 45 cm (or 45 cm dia x 45 cm) high

upper ground level with necessary curing and finishing

in approved manner.( for 4 & 6 mtr pole)

79.00 Supplying & erecting approved make Four Pole 415V 1.00 Nos 2611.86

change over switch interior for panel mounting with

operating mechanism A.C.23 duty confirming to IS for

(A)32-40A - Cat-lll

80.00 Supplying & erecting in earthpit of minimum bore dia. 26.00 Nos 4591.46

150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987

made of corrosion free hot dipped G.I.Pipes having

Outer pipe dia of 50 mm having 80-200 Micron

galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12 mm

with constant ohmic value surrounded by highly

conductive compound with high charge dissipation

suitable for following type of applications with chamber

and heavy duty cover.(approved make OEM has to

submit test certificate including value of earth resistane

of installation.) & having back filling compound of (B)

Inner Chemical (CCm Compound) - Resistivity :-

Ohm/meter testing as per IEC 62561-2017 , Voltage

Drop :- < 1 volt at no load & dry form , Sulpher content :-

<2% .(C) Back filling copound :- Earthing compound

should be capable to retain moisture for log time.

Necessary test report must be submitted.

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

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

BILL OF QUANTITIES (PROPOSED CONSTRUTCION WORK OF NEW TOILET BLOCK)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

81.00 Excavation for foundation up to 1.5 mt. depth including 15.21 cum 117.08

sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 meter lead..(A)

Loose or soft soil

51.01 (B)Dense or Hard soil 9.13 Cum 149.67

51.02 (C )Hard Murrum 6.08 Cum 256.12

82.00 Filling Available excavated earth ( excluding rock ) in 27.25 cum 130.39

trenches, plinth , sides of foundations etc, in layers not

exceeding 20 cm . In depth consolidating each

disposited layer by ramming and watering

83.00 Providing and laying cement concrete 1:2:4 (1- Cement : 1.64 cum 4166.72

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth

84.00 Providing and laying controlled cement concrete M.200 1.47 cum 4572.52

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.

85.00 Providing and laying controlled cement concrete M.200 2.83 cum 6738.29

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in beam.

86.00 Providing and laying controlled cement concrete M.200 2.90 cum 8382.57

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in column

87.00 Providing and laying controlled cement concrete M.200 4.59 cum 7133.09

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Girders and Cantilever upto floor two level. -Slab

88.00 Providing TMT Bar FE 500D reinforcement for R.C.C. 1549.80 Kg 76.21

work including bending, binding and placing in position

complete upto floor two level

89.00 Brick work using common burnt clay building bricks 2.90 Cum 4051.78

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

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

: 5 -fine sand)(B) Conventional

90.00 Brick work using common burnt clay building bricks 8.95 Cum 4320.08

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

foundation and plinth & upto two floor in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional

91.00 Half brick masonry in common brunt clay building bricks 31.90 smt 651.67

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in

foundation and plinth & upto two floor (B) Conventional

92.00 Providing 15 mm thick cement plaster in single coat on 79.87 smt 163.85

rough side of single or half brick walls for interior

plastering up to floor two level and finished even and

smooth in cement mortar 1:4 ( 1-cement : 4- sand )

93.00 Applying two coats of putty & two coats of primer of 79.87 smt 40.59

approved brand and manufacture on new wall surface

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign

matter and sand papered smooth.

94.00 Providing 20mm thick cement plaster in single coat on 110.30 smt 208.39

single or half brick walls for interior plastering upto floor

two level and finished even and smooth in (ii) Cement

mortar 1:4 (1-cement :4-sand)

95.00 Wall painting (two coats) with plastic emulsion paint of 33.17 smt 78.90

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

96.00 Finishing wall with weather proof exterior emulsion 110.30 smt 57.44

paint on wall surface ( Two Coats ) to give an required

shape even shade after throughly brushing the surface

to remove all dirt and remains of loose poedered

materials etc complete.

97.00 Providing and laying white glazed tiles 6mm thick in 11.95 smt 827.19

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white cement.

98.00 Providing and laying white glazed tiles 6mm thick in 48.15 smt 857.42

skrting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3-coarse sand) and jointed with

white cement slurry

99.00 Providing up to floor two level precast cement concrete 3.24 smt 653.27

jali or grill 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6mm nominal size) reinforced with

1.6mm diameter mild steel wire incl. roughening,

cleaning, fixing and finishing in cement mortar 1:3 and

curing etc. complete. 40mm thick

100.00 Providing up to floor two level precast cement concrete 3.08 smt 771.59

door frame 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6mm nominal size) reinforced with

1.6mm diameter finishing in cement mortar 1:3 and

curing etc. complete. (D) 75mm thick

101.00 Providing and fixing FRP frame size 125x65 mm and 11.76 smt 2019.98

35mm thick FRP shutter with wood grain raised

panneled design finish shutter having extra

reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to be filed up with

injected polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also taking

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

be water proof weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be inclusive of

S.S hinges with fastener sleeve & alluminium fixtures &

102.00 Providing and laying cement concrete flooring 1:2:4 ( 1- 20.00 smt 276.79

cement : 2 - coarse sand : 4- stone aggregate 20 mm

nominal size )laid in one layer and finished with a

floating coat of neat cement ( A ) 40 mm thick

103.00 Providing & laying broken china mosaic flooring for 20.00 smt 747.29

terrace using 12 mm to 20 mm broken pieces of glazed

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

and to be tempered to bring mortar crème out upto

surface using white cement including rounding off

junctions and extending them up to 15 cm along the

wall , clearing with water oxalic acid etc as directed

104.00 Providing cement vata ( 10cm x 10cm size ) quarter 18.00 Rmt 23.68

round in cement mortar 1:1 including neat cement

finishing watering etc. complete.

105.00 Providing erecting and fixing double coated ISI water 2000.00 Ltr 3.95

tank of required capacity each with all necessary fittings

and connection etc. complete on terrace

106.00 Sandwitch platform : Providing, fixing and construction 1.00 smt 5111.62

of sandwitch type 25mm thick double polished Granite

of uniform size and colour for Kitchen/Pantry/Counter

etc in floor, dado or fascia up to 1.8mt long including

necessary cement mortar bedding in cement mortar 1:2

of required thickness. Kota shall be fixed over 25mm

thick rough kota stone bottom, cement joints and

pointing as specified with necessary making of

edges,Including vertical kota support as per design,

polishing as per instruction of Engineer-in-charge

107.00 Providing and fixing wash down water closet (European 4.00 Each 1303.71

type, W.C. Pan) with integral P or S trap including

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

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

and paid for separately)(A) vitreous China Pattern :(i) in

108.00 Providing, supplying and fitting Health faucet Heavy 4.00 Each 582.03

Duty With Hook With Fitting

109.00 Providing and fixing 12.50 ltr low level flushing cistern 4.00 Each 2344.42

with a pair of C.I. or mild brackets, complete with

fittings such as lead valve less syphone , 15 mm nominal

size brass ball valve with polythene float , C.P. Brass

handle unions and Couplings For connections , with inlet

outlet & overflow pipes 40 mm dia. porcelain enamelled

flush bend inclusing cutting holes in walls and making

good the same connecting the flush bend with cistern

and closet ( over flow pipe to be measured and paid for

separateely) ( A ) vitreous china in white colour

110.00 Providing and fixing 2 way angle cock with wall flange - 5.00 Each 1749.57

111.00 Providing and fixing plastic seat and cover for wash 4.00 Each 291.33

down water closer with C.P. Brass hinges and rubber

buffers ( B ) Black plastic seat and cover

112.00 Providing and fixing washbasin with single hole for pillar 2.00 Each 1414.18

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.

113.00 providing and fixing chromium plated , Bottle trap with 2.00 Nos 295.80

necessary couplings of approved Quality for wash basin

114.00 Providing & Fixing 600 mm x 450 mm bevelled edge 2.00 Nos 833.73

mirror of superior glass mounted on 6 mm thick A.C

sheet or plywood sheet and fixing to wooden pluge with

C.P. Brass Screws and washers

115.00 Providing and fixing pillar tap,captan head, screw down 2.00 Nos 308.73

high pressure with screws, shanks and back nuts.

116.00 Providing and fixing C.P. brass waste for washbasin or 2.00 Nos 67.91

sink. (A) 32mmdia.

117.00 Providing and fixing C.P. Angle stop cock 15 mm Heavy 2.00 Nos 407.42

118.00 Providing and fixing S.W. gully trap with C.I. grating brick 4.00 Nos 1246.92

masonry chamber and water tight C.I. cover with frame

of 300mm x 300mm size (inside) with standard

weight.(i) Square mouth traps.(B) 150mm x 100mm size

119.00 Providing and fixing cast iron (Spun) Nahni trap of the 4.00 Nos 606.08

following nominal diameter of self cleaning design with

C.I. screaed down or higned grating including cost of

cutting and making good the walls and floor 100mm

inlet and 50mm outlet.(C) 100mm dia.

120.00 Providing, laying aProviding, laying and jointing in true 86.00 Rmt 835.15

line and level 110 diametre U.P.V.C (Type B) conforming

to IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI

14735-1999 of approved make for drainage system pipe

line, pipe shall be jointed with each other with rubber

lubricant, pipe shall be fixed on wall using of PVC clamp

of the size 110 mm diametre x 149 mm length x

mm heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

121.00 Providing, laying and jointing in true line and level 160 30.00 Rmt 831.22

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe

shall be fixed on wall using of PVC clamp of the size

mm diametre x 210 mm length x 196 mm heigh at every

2000 mm center to center or shall be concealed in walls

as directed including necessary fittings such as bends,

shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of

122.00 Providing laying and jointing in true line and level 15mm 72.00 Rmt 72.65

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

123.00 Providing laying and jointing in true line and level 25mm 36.00 Rmt 91.84

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

124.00 Providing laying and jointing in true line and level 40 23.00 Rmt 148.12

mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

125.00 Providing and fixing in position cowel went to pipes.((C 6.00 Nos 501.87

126.00 Providing and fixing Ball Cock of Approved Quality as 1.00 Nos 132.89

Directed ( A ) Copper Metal ( I ) 25 mm dia.

127.00 Providing and fixing gun metal check or non return full 1.00 Nos 420.63

way Wheel Valve ( C ) 25 mm Dia.

128.00 Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C. 1.00 Nos 14299.00

Supply & 2900 RPM , as per IS 14220 MOC : Casing: CI-

FG260, Impeller : Bronze & Shaft : SS:41 (Rates exclusive

of GST) 4 hp- Discharge - 220 LPM

129.00 Providing Sock pit of 5.0 Cu.M. Volume including 2.00 Nos 3372.19

excavating and filling brickbats with dry masonary work

at top for 45cm. height including covering the top with

stone including providing vatas in C.M. 1:3 with

finishing, curing etc. complete as directed For Sock pit of

130.00 Constructing brick masonry chamber for underground 2.00 Nos 2932.93

C.I. Inspection chamber and bends with briocks having

croshing strength not less than 35Kg. Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

:2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

131.00 Providing & Fixing C.I. Manhole cover 0.60 m x 0.45 m 2.00 Nos 958.17

size having weight not less than 35 kg.

132.00 Supplying & erecting single phase approved make 6.00 Nos 2054.34

industrial exhaust fan suitable for medium duty ring

mounted low noise operation suitable for medium duty

having following dia size and maximum speed in RPM -

305 mm dia & 900 RPM - Cat - II

133.00 Point wiring in Copper (Modular) Point wiring for Light / 12.00 Pt 419.15

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

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

insulated multistrand copper wires, in following type of

pipe to be erected concealed in/ on surface on

wall/ceiling complete with 6A Modular type switch / bell

push & accessories and earth continuity of following

type, erected on PVC / Metallic box, single mounting

base frame covered with textured/metallic front plate

modules erected on / in wall / ceiling as per pipe

erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed. (a) with medium class Rigid

PVC pipe and accessories Cat-III

134.00 Mains & Wires Mains with 1.1 KV grade FRLS PVC 50.00 Rmt 78.78

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size (a) with

medium class Rigid PVC pipe and accessories (b) 2 wire

135.00 Supplying and erecting LED indoor fittings with LEDs of 3.00 Each 295.93

wattage 0.2 Watt to 0.5 Watt assembled on single

MCPCB, with housing used as a heat sink shall be made

of thick sheet Steel conforming to IS: 513/CRCA/

aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company

mark/name 160V to 270V, Power Factor more than 0.9,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

LED driver efficiency > 85 %

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

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Tube Light with integral driver (iii) 18-20 Watts,

Surge - 2KV,IP-20, conventional 4 feet Cat-II

136.00 Supplying and erecting led lamps with following wattage 7.00 Each 112.11

capacity of 220 to 240 voltage, minimum 15000 burning

hours life, 500 V in built-surge protection,Polycarbonate

diffuser, mounting suitable for E14 / E27 / B22 lamp

holders, pf >= 0.5 (A) LED Lamps integral type, with PC

diffuser suitable LAMP holder (ii) 5 to 8 watts

137.00 CABLE LUGS: Solder less crimping type Aluminium lugs 20.00 Each 6.06

conforming to IS suitable for cable of following size

evenly crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut

bolts in an approved manner.(A) 1.5/ 2.5/4/6 Sq.mm

138.00 Providing and, fixing heavy duty flange type brass 20.00 Each 33.33

double compression type cable gland with rubber ring

for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of

cables. (A) 2 to 4 core 2.5 / 4 Sq. mm

139.00 Providing and erecting Sheet Steel powder coated MCB 1.00 Each 1911.93

distribution board - flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN rail, Conforms to

IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of

same company of MCB to be used) suitable for (B) three

phase incoming and single phase horizontal type

outgoing Per phase isolation type (PPI) 6 wAY

140.00 Providing and erecting Approved make RCCBs 1.00 Each 2637.11

conforming to IS: 12640 and having sensitivity of 30 mA

and Short Circuit withstand capacity of 10 KA and

suitable for operation on 3 phase and neutral

415V,50Hz. having characteristic of quick action &

tripping with all advance feature & do not incorporate

any electronic component for following Max. rating

erected as directed. 40 Amp Cat - III

141.00 Providing & erecting 415V MCB Four Pole Switch for 1.00 Each 578.73

Lighting Load (B curve) having 10KA breaking capacity &

confirms to IS :8828 in existing box having following

capacity (a) 6 to 32 Amp. Cat III

142.00 Providing & erecting 415 V MCB Four Pole for Motor & 1.00 Each 595.90

Inductive Load (C Curve) having 10KA breaking capacity

& confirms to IS :8828 in existing box having following

capacity (a) 6 to 32 Amp. Cat III

BILL OF QUANTITIES (PROPOSED 50,000 LITRE UGS)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

143.00 Preparing structural design of RCC Under Ground / 1.00 No 324807.54

Partially under ground / above high ground level

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

constructing the same, including excavation in all types

of soil strata (including rock) including shoring strutting

if required, for loose soil / to protect from collapse due

to near by traffic load, casting 100 mm thick P.C.C.

leveling course in M-15, Refilling the pit with proper soil

and disposing of the surplus stuff at all lead. Including

cement plaster in CM 1:2 With approved water

proofing compound to all over inside containe (i.r walls.

base, top slab/dome bottom, etc, all) Including all types

of labour and material charges of lowering, laying,

erecting / hosting and jointing of pipe assembly to inlet,

outlet overflow, washout and bye pass arrangement as

per hydraulic design. Providing and fixing accessories

like MS / GI Ladder, CI Manhole frame and cover, water

level indicator, adequate cowl type ventilators or

lantern type ventilator with stainless steel jail. RCC

chambers for valves. Providing and applying three coats

of cement paint / snowcem to the out side face of

structure. It also includes satisfactory water tightness

test as per relevant I.S. code and

painting name of scheme and capacity on the tank as

per direction of engineer in charge. List of Indian

Standards for Design of GSR / SUMP:- The structural

design of GSR shall be in accordance with provisions

relevant I.Ss. (1) I.S. 3370, Part – 1 & 2 2009 or latest

revised. (1.01) I.S. 3370, Part – 3 &4 1965 or latest

revised. (2) I.S. 456 – 2000 or latest revised. (3) I.S.

1893 – 2000 – 1984 or latest revised. (4) I.S. 875, Part

– 1 to 3, 1987 or latest revised. General Specifications:-

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

data of tender. If water depth is not specified the

suitable water depth / acceptable to field engineer in

accordance with hydraulic (2) Shape of container (in

plan) specified by in data shall be adopted in absence

circular shape shall be adopted. (3) Size shall be fixed

as per availability of space (land area) at site /

acceptable engineer in charge. (4) Effect of

overlapping of pressure bulbs on soil due near by

structure and proposed sump should be considered.

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

to nearby existing structure. Compensation shall be paid

for the same by agency. (6) The minimum concrete

grade for RCC shall be M-30.

(7) HYSD Fe 415 / 500 grade reinforcing bars

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

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

atmosphere corrosion resistance stainless steel / HCR

rebar shall be provided. Any other steel can be used

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

market without extra cost. (8) Minimum size (or

thickness) of various components shall be provided as

per tender criteria / specifications in absence as per I.S./

Std. practice of G.W.S.S.B. Minimum dimensions

specified for various components in tender data /

specifications shall be provided without fail. (9) The

safe bearing capacity (SBC) shall be referred from SBC

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

data sheet. If poor soil is found / water table is met with

during excavation SBC shall be scientifically ascertained

and design shall be revise. No extra shall be paid for

increase in quantity. (10) DI pipes and special shall

only be used if type is not specified in tender.(11) The

rate shall include cost of dewatering during excavation

making all arrangement when water table meets within

(12) The structure shall be designed properly to resist uplift

due to ground water table specified in data or actual ground

water table meets with during excavation. No extra shall be

paid. If GWT / Uplift is mentioned in tender and during

excavation it dose not meet 7.5% rate shall be reduced. (13)

SS pipes railing shall be provided when sump is more than

meter above ground level. (14A) RCC staircase /RCC stepsd

should be provided from GL to sump top slab based on the

height of the GSR above/below the ground (14.b) RCC stair

case with SS railing to be provided inside reservoir container

BB masonry stair cabin with MS safety door having locking

arrangement to be provided for GSR, Sump and HGLR of

capacity more than 7.5 lakhs litre with top slab if dome is

constructed as top slab then provide minimum opening of

900mm x 1200mm with curbing and SS railing around (15)

Appearance of structure should be aesthetically good looking

acceptable to authority. (16) Any charge in size, shape, depth

below GL, height above GL, water depth, F.B., size of member

etc can be permitted in exceptional case due to site condition or

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

(17) Any charge in data, dimensions, shape, water depth,

reduction in size if permitted by competent authority and if it

reduces quantity then payment shall be reduced prorate. (18)

When capacity of GSR / Sump is > 20 lakh liters two or suitable

compartments acceptable to executive engineer shall be

designed and provided. (19) Agency shall engage qualified (at

least graduate) consulting engineer for designing the structure

and he / she shall visit the site for guidance of work. (20) 75%

part rate shall be payable for concrete, reinforcement and

plastering items of container until satisfactory hydraulic testing

for water tightness is performed as per tender condition. Till the

work shall be treated as incomplete..... Above conditions /

general specifications Sr. No. 1 to 20 are part and parcel of

tender (contact) and prevail over other provisions in tender ---

for Seismic zone - III -- As abovo rectangular sump without

water tab-le (Sub soil water level below foundation -

Litre capacity for whole site

BILL OF QUANTITIES (PROPOSED IRRIGATION SYSTEM FOR LANDSCAPE AREA)

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

144.00 Design, Supply, Installation and Commissioning of 1025.00 sqm 303.00

Landscape Irrigation components including Pressure

pumping system 1(w+1s), Automation Controller,

Cables, Valves, Sprinkler with Hydrant as required, Drip

Irrigation of 1.2mm thickness brown color with

necessary fittings, lateral stake and PVC pipes of PN6

and fittings and accessories PN10.

BILL OF QUANTITIES (OPERATION AND MAINTENANCE 2 YEAR)

Item Description of Item (With brief Quantities Unit Rate Amount

No. specificationand reference to

book of Specifications)

145.00 Operation and maintenance of Day to Day cleaning of garden area,

collecting guarbage from dustbin, dispose the waste at the dedicated

location, watering the garden, maintain switched on - off schedule of

lights, other eletric equipements etc as pe the requiremnent of

nagarpalika including required all machineries. During the O & M

periods the defective light should be replaced by the contractor

respective to OEM warantee / Guarantee Scheule Including civil and

electrical infrastructure including compound wall, library building,

entrance gate, Toilet block and other related structures, as well as

electrical installations such as street light poles and associated

fittings. The work shall include routine inspection, cleaning, minor

repair, patch plastering, painting/whitewashing, and rectification of

cracks in civil structures, along with proper upkeep of gates, doors,

and fixtures to ensure durability and functionality. For electrical

works, the scope covers maintenance of light poles, luminaires,

switches, wiring, replacement of faulty components such as lamps,

ballasts, and fuses, ensuring proper earthing, alignment, and

illumination efficiency. The contractor shall deploy necessary

manpower, tools, and materials to carry out preventive and corrective

maintenance on a regular basis, ensuring smooth functioning, safety,

and longevity of all assets

1st Year 1.00 Year 139797.00

2nd Year 1.00 Year 141194.97

Surendranagar Municipal Corporation

I am / We are willing to carryout the work at............................% Above / Below percent (Should be written in figures and

words ) Estimate rate mentioned above amount of My / Our tender work put as under.

Estimate Amount Put to Tender Estimated Amount put to tender

Deduct ..........% Below Add ...............% Above

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

The labourno extracesspayment shall be made.

will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender