Construction of Flexible Pavement roads, Area Grading work, Box Culvert and Entrance Gate at Spinning Mill at Hansalpur Industrial Estate Ta. Himatnagar and Dist Sabarkantha with free maintenance guarantee period of 5 years.

Name of work:- Construction of Flexible Pavement roads, Area Grading work, Box Culvert and Entrance Gate at Spinning

Mill at Hansalpur Industrial Estate Ta. Himatnagar and Dist Sabarkantha with free maintenance guarantee period of

PART - ROAD WORK

1 Clearing and grubbing of road land including uprooting rank 13.81 Hec. 28455.09

vegetation, grass, bushes, shrubs,saplings and trees of girth upto

mm removal of stumps of trees cut earier and disposal of

unserviceable materials. (C) By Mechanical means in area of light

2 Earthwork in cutting including preparing the slope and camber and 65418.28 Cum. 310.99

stacking or utilising the cutting stuff in bank as directed upto

Meters from the end of cutting with all lead and lift.

3 Earthwork for embankment including breaking clods, dressing with 6553 Cum. 169.28

all lead and lift (excluding watering and consolidation) From Borrow

area within 3.0 Km. lead

4 Earthwork for embankment including breaking clods, dressing with 2315 Cum. 160.14

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller 8T

to 10T.(A) From Borrow pits within land width

5 Rolling and consolidation of soling including filling in depression 14980 Sqm. 22.75

which occur during the process, with power roler 8 tonne to 12 tonne.

6 Graded Granular sub base (GSB) 2983 Cum. 1540.93

Providing & laying of compacted thickness of 200 mm Closed Graded

Granular sub base (GSB) in Two equal layers (each layer should be

less than 200 mm)of graded granular material consisting of river

sand, graval, pabbles and crushed stone aggregate, shingle as per

grading - V given in table 400-1 of the specification MORT&H and

compactor to the required density with 8 - 10 tonne vibratory roller

with plain drum or heavy pneumatic tyred roller of minimum 200 to

300 KN weight in all seasons as per MORT&H , maintaining the

required slope & grade during the operation as approved by the

engineer in charge & watering to the proper moisture content and

sprinkled with the help of truck mounted water tank fitted with

suitable arrangement. (fully saturated having CBR value minimum 30)

7 Wet Mix Macadam (WMM) 3150 Cum. 1917.22

Providing, laying, spreading and compacting graded stone aggregate

to wet mix macadam in compacted thickness of 250mm spacification

including trimix the materials with water at OMC in mechanical mix

plant carriage of mixed materials by tipper to site laying in uniform

layers (Layer should not be more than 200 mm)with paver in sub

base/base course on well prepared surface and camber with Sensor

paver consolidation by vibratory road roller to achieve the desired

density by using machine crushed chips as per required gradation

mixing with required optimum quantity of water incl material, labour,

plant and machinary and equipment etc. complete.

8 Providing and applying primer coat with bitumen emulsion SS1 on 10795 Sqm. 82.07

prepared surface of granular Base including clearing of road surface

and spraying primer at the rate of 0.85 kg/sqm using mechanical

Providing & laying compacted 60 mm thick dense graded bituminous

macadam (DBM) Grade-II in Single layer using 100-120 TPH batch

type HMP producing an average output of 75 tonnes per hour, tack

coat at the rate of 2.5 kg / 10 m2 (VG10) in each using crushed

aggregates of specified grading . premixed with bituminous binder @

4.5% ( VG - 40) by weight of total mix and filler , transporting the hot

mix to work site laying with a hydrostatic paver finisher with sensor

control with minimum road width or as directed by Engineer in

charge to the required grade, level and alignment, rolling with smooth

wheeled vibratory and tandem rollers to acheive the desired

compaction as per MORT&H specification etc complete in all respects.

The agency shall have to get the mix design done from approved

laboratory and submit to the Engineer in charge for approval. If the

asphalt (bituminous) content is more than above, the agency shall

have to bear the cost of additional asphalt. The payment shall be done

on the permissible field density achieved on the site instead of density

derieved in the mix design. ( The density obtained by mix design

above 2.31 MT/M3 shall be boarn by agency )

Providing and laying 40 mm Thick Bituminous Concrete using

crushed stone aggregate BT chips as per required gradation and using

emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m (VG 10) and the VG-

40 grade asphalt at 5.40 % by total weight of mix hot laid process

using 100-120 TPH batch type hot mix plant producing an average

output of 75 tonnes per hour incl. transporting the mix and laying by

hydrostatic paver finisher with sensor control to the required grade,

level and alignment, rolling with smooth wheeled, vibratory and

tandem roller to achieve the desired compaction as per MoRT&H

specifications clause 509 complete including cost of material labour

machinary equipment and fuel, oil. Lubricant for plant and machinary

using contractor's own plant and machinanes etc complete. The

agency shall have to get the mix design done from approved

laboratory and submit to the Engineer in charge for approval. If the

asphalt (bituminous) content is more than above, the agency shall

have to bear the cost of additional asphalt. The payment shall be done

on the permissible field density achieved on the site instead of density

derieved in the mix design. ( The density obtained by mix design

above 2.36 MT/M3 shall be boarn by agency )

11 Providing and applying Asphalt painting with bitumen of VG 40grade 10795 M2 41.77

on bitumenous surface including clearing of road surface and spraying

Bitumen at the rate of 0.60 kg/sqm using mechanical means.

12 Road marking with hot applied thermoplastic paints with 615 M2 367.72

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge line/cut patta.

The white color marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro reflectivity should

13 Cateyes Road Stud : Supplying of molded twin shakes raised 1018 Nos. 326.23

pavement markers made of polycarbonate and ABS moulded body

and reflective panels with micro prismatic lens [no glass bead lens]

capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635 kgs. tested in accordance

to ASTM D 4280 type H and complying to specifications of category A

of MORTH circular No. RW.NH/33023/10-97 - do III dt. 11.06.1997.

The height, width and length shall not exceed 20 mm, 130 mm and

with minimum reflective area of 13 sqm on each side and the slope to

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

integarted cylindrical shanks, [of diameter not less than 19 +/- 2 mm

and height not less than 30+/- 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

adhesive as per manufacture's recommendation and the colour of the

marker should be as per the IRC 35 2015 and as directed by Engineer

14 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 108 Rmt 3468.34

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm, 330 mm long

complete as per clause Type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting

a "W" metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

15 Direction sign (Junction board):-Providing and fixing sing boards 1 Nos. 14831.71

made out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as

per the design of IRC-67-1977 pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as

required; painted with best quality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)... For DD plan

16 Distance Informatory/ Destubatuib sign :Providing and fixing sing 15 Nos. 10926.57

boards made out of 2mm aluminium sheet; size 180 x 120cms.

rectangle as as per the design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size iron angle of 50 x 50 x

5mm 75 x 75 x 6mm as required; painted with best quality epoxy

coatings in black and white bends. the details of symbol or inscription

/ numerals for each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing etc. complete under

the supervision of engineer in charge.(A) Engineer Grade(VR)...

17 Providing and fixing pre-cast concrete kerb stone of gray cement 240 Rmt 404.05

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.

18 Painting lines, deashes, arrows, letters etc on roads, Air fields and like 550 M2 130.08

in two coats with road marking paint, brushing including cleaning the

surface of all dirt, dust and other foreign matter. (i) Over 10cm in

19 Filling in foundation and plinth with murrum or selected soil in layers 7.2 Cum. 294.38

of 20cm. thickness including watering, ramming and consolidating

20 Excavation for foundation upto 1.5 m depth including sorting out and 64 Cum. 260.57

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (C) Hard murrum.

21 Supplying and fixing reinforced concrete heavy duty non-pressure 290 Rmt 1053.39

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /

Class NP4 of following internal diameter. (i) 300 mm dia.

22 Filling available excavated earth in trenches, plinth, sides of 277 Cum. 136.92

foundations etc. layers not exceeding 20 cm. in depth consolidating

each deposited layer by ramming and watering.

23 Rolling and consolidation using vibratory road roller 8 - 55477.85 Cum. 33.09

10 tonne capacity (incl. watering)(A) Earth work (layer

not exceeding 200mm thickness)

24 Excavation for foundation upto 1.5 m depth including sorting out and 3296.00 Cumt. 268.21

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

25 Excavation for foundation for depth from 1.5 m to 3.0 m including 295.00 Cumt. 300.80

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (D) Soft rock not requiring

26 Uncoursed Rubble Masonry with hard stone of approved quality in 216.00 Cumt. 2586.61

foundations and plinth in Cement Mortar 1:6 (1-cement : 6-coarse

sand including levelling up etc. complete

27 Providing and laying controlled cement concrete M:150 for curing 564.00 Cumt. 4251.42

complete excluding cost of formwork and reinforcement for Cement

concrete work in [A] Foundations, footings, Base of Columns and Mass

Concrete [More than 10 Ton].

28 Design, Manufacturing & Supplying factory-made RCC (wet cast) 16.00 RMT 56287.30

Precast Box Culvert (JIS) category for use in Road Crossing,

stormwater drainage, cable trenching, or utility ducts, manufactured

by FUJI Silvertech / FIT / Alcock , having dimensions of Width x Depth

(in mm) (In to In dimension) and with varies length, with a load-

carrying capacity of 70R with minimum earth cushion 200mm for

heavy vehicle movement. Box culvert shall have interlocking plug-

socket arrangement. Rubber gasket required to ensure water-tight

character and for jointing of each segment flange-bolt connection with

12 mm diameter, 50 mm length Grade-8.8 high tensile bolts with zinc

coating and round washer or equivalent nut-bolt connection will be

supplied as part of the Box culvert. Each drain shall have tie-shaped

grooves (10–20 mm width and 25 mm depth) on both ends for proper

joint alignment and secure placement. The drains shall be

manufactured using minimum M-50/C-40 grade concrete duly steam

cured for durability, OPC 53 Grade cement with admixtures as per

IS:456-2000, and coarse and fine aggregates derived from natural

sources. Reinforcement shall be with TMT/TMX bars of Fe 500D or

higher, conforming to IS:1786, fabricated using in-house automated

cage-making units for consistency. RO water shall be used during

manufacturing to enhance durability. The factory shall be certified

with ISO 9001 (Quality Management), ISO 14001 (Environmental

Management), and ISO 45001 (Occupational Health & Safety), and The

29 1.5 x 1.4 -Box Culvert 84.00 RMT 30158.60

30 Unloading, handling, installation, alignment, jointing and grouting of 16.00 Meter. 5635.80

precast concrete elements, including provision of all labour,

equipment, lifting gear, temporary supports, and complete in

accordance with drawings, specifications, and engineer’s approval but

including the cost all the building materials required for unloading,

handling, installation, alignment and jointing. 2.0 x 2.0 -Box Culvert

31 1.5 x 1.4 -Box Culvert 84.00 Meter. 3019.90

32 Supplying factory-made RCC (wet cast) Precast U-shape drains of T-6 422.00 Meter. 2727.00

category for use in stormwater drainage, cable trenching, or utility

ducts, manufactured by FUJI Silvertech / FIT / Alcock, having

dimensions of Width x Depth (in mm) and a length of 2000 mm, with a

load-carrying capacity of 4.8 Tonne Axle Load and 2.4 Tonne Wheel

Load, suitable for pedestrian vehicular movement of longitudinal

drain. Each drain shall have tie-shaped grooves (10–20 mm width and

25 mm depth) on both ends for proper joint alignment and secure

placement. The drains shall be manufactured using minimum M-

50/C40 grade concrete duly steam cured for durability, OPC 53 Grade

cement with admixtures as per IS:456-2000, and coarse and fine

aggregates derived from natural sources. Reinforcement shall be with

TMT/TMX bars of Fe 500D or higher, conforming to IS:1786,

fabricated using in-house automated cage-making units for

consistency. RO water shall be used during manufacturing to enhance

durability. The factory shall be certified with ISO 9001 (Quality

Management), ISO 14001 (Environmental Management), and ISO

45001 (Occupational Health & Safety), and The precast factory should

have its own NABL approved QA-QC laboratory within plant premises

to ensure daily testing of precast products. MOU / Affidavit stating

association with outside laboratory is not permitted. NABL certificate

shall be in name of bidder. The precast units must comply with Indian

and international standards (such as JIS, ASTM, or EU standards) and

33 600 mm X 600 mm (into in dimension from top) 618.00 Meter. 4171.30

34 750 mm X 750 mm (into in dimension from top) 622.00 Meter. 5746.90

35 900 mm X 900 mm (into in dimension from top) 248.00 Meter. 8312.30

36 Unloading, handling, installation, alignment, jointing and grouting of 422.00 Meter. 323.20

precast concrete elements, including provision of all labour,

equipment, lifting gear, temporary supports, and complete in

accordance with drawings, specifications, and engineer’s approval but

including the cost all the building materials required for unloading,

handling, installation, alignment and jointing. 450 mm X 450 mm (into

in dimension from top)

37 600 mm X 600 mm (into in dimension from top) 618.00 Meter. 434.30

38 750 mm X 750 mm (into in dimension from top) 622.00 Meter. 575.70

39 900 mm X 900 mm (into in dimension from top) 248.00 Meter. 848.40

40 Supplying factory-made RCC (wet cast) Precast U-shape drains of T-25 240.00 Meter. 13503.70

category for use in stormwater drainage, cable trenching, or utility

ducts, manufactured by FUJI Silvertech / FIT / Alcock, having

dimensions of Width x Depth (in mm) and a length of 2000 mm, with a

load-carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel

Load, suitable for heavy vehicular movement of longitudinal drain.

Each drain shall have tie-shaped grooves (10–20 mm width and

mm depth) on both ends for proper joint alignment and secure

placement. The drains shall be manufactured using minimum M-

50/C40 grade concrete duly steam cured for durability, OPC 53 Grade

cement with admixtures as per IS:456-2000, and coarse and fine

aggregates derived from natural sources. Reinforcement shall be with

TMT/TMX bars of Fe 500D or higher, conforming to IS:1786,

fabricated using in-house automated cage-making units for

consistency. RO water shall be used during manufacturing to enhance

durability. The factory shall be certified with ISO 9001 (Quality

Management), ISO 14001 (Environmental Management), and ISO

45001 (Occupational Health & Safety), and The precast factory should

have its own NABL approved QA-QC laboratory within plant premises

to ensure daily testing of precast products. MOU / Affidavit stating

association with outside laboratory is not permitted. NABL certificate

shall be in name of bidder. The precast units must comply with Indian

and international standards (such as JIS, ASTM, or EU standards) and

41 Unloading, handling, installation, alignment, jointing and grouting of 240.00 Meter. 1363.50

precast concrete elements, including provision of all labour,

equipment, lifting gear, temporary supports, and complete in

accordance with drawings, specifications, and engineer’s approval but

including the cost all the building materials required for unloading,

handling, installation, alignment and jointing.1200 mm X 1200 mm

(into in dimension from top)

42 Supplying factory-made RCC (wet cast) Precast Chamber for use in 4.00 Meter. 13089.60

stormwater drainage, manufactured by FUJI Silvertech / FIT /

Alcock,with a load-carrying capacity of 10 Tonne Axle Load and

Tonne Wheel Load, suitable for heavy vehicular movement. The

contractor shall prepare and provide the base with PCC/Foundation

concrete as a levelling course based on drawings or consultant

recommendations as per foundation strata. The chamber shall include

specially designed in-built lifting inserts for safe and fast mechanical

installation using Eye Bolt, with required openings to be made at site

(not at factory) on the waffle side for utility connections as per actual

site needs. Under no circumstances shall site casting be allowed; all

units must be produced in a controlled factory environment adhering

to an approved QAP. The drains shall be manufactured using high-

performance self-compacting concrete minimum M-50/C40 grade

concrete duly steam cured for durability, OPC 53 Grade cement with

admixtures as per IS:456-2000, and coarse and fine aggregates

derived from natural sources. Reinforcement shall be with TMT/TMX

bars of Fe 500D or higher, conforming to IS:1786, fabricated using in-

house automated cage-making units for consistency. RO water shall be

used during manufacturing to enhance durability. The factory shall be

certified with ISO 9001 (Quality Management), ISO

(Environmental Management), and ISO 45001 (Occupational Health &

Safety), and equipped with in-house NABL-accredited testing

43 800 mm X 800 mm x 1000 mm (into in dimension) 4.00 Meter. 15493.40

44 1000 mm X 1000 mm x 1200 mm (into in dimension from top) 8.00 Meter. 29259.70

45 1600 mm X 1400 mm x 2000 mm (into in dimension) 2.00 Meter. 70356.60

46 Unloading, handling, installation, alignment, jointing and grouting of 4.00 Meter. 1313.00

precast concrete elements, including provision of all labour,

equipment, lifting gear, temporary supports, and complete in

accordance with drawings, specifications, and engineer’s approval but

including the cost all the building materials required for unloading,

handling, installation, alignment and jointing. 800 mm X 800 mm x

800 mm (into in dimension)

47 800 mm X 800 mm x 1000 mm (into in dimension) 4.00 Meter. 1616.00

48 1000 mm X 1000 mm x 1200 mm (into in dimension from top) 8.00 Meter. 2929.00

49 1600 mm X 1400 mm x 2000 mm (into in dimension) 2.00 Meter. 6262.00

50 Excavation for foundation upto 1.5 m depth including sorting out and 64.00 M3 277.09

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. B) IN HARD ROCK

51 Providing & laying CC 1:3:6 (1- cement : 3 - coarse sand : 6 - M/c stone 6.00 M3 3315.88

aggregate 40 mm nominal size) in foundation concrete incl. machine

mixing, ramming, consolidation & curing etc. complete incl. cost of

form work etc. complete

52 Providing & laying CC 1:3:6 (1- cement : 3 - coarse sand : 6 - M/c stone 4.00 M3 5312.94

aggregate 20 mm nominal size) in plinth wall concrete with weep

holes by P/F PVC pipe of 100 MM having 6Kg./Cm2 pressure &

reinforcement as per detailed drawing or as directed incl. machine

mixing, vibrating, scaffolding, curing incl. cost of form work but

excluding cost of reinforcement etc. complete

53 Providing & laying controlled cement concrete M - 250 for following 4.00 M3 8883.51

RCC works for entrance gate up to any height and finishing smooth

incl. machine mixing, vibrating, scaffolding, curing incl. cost of form

work but excluding cost of reinforcement etc. complete at any height

as directed by engineer in charge RCC COLUMN- up to 4.00 mt

54 RCC COLUMN- 4.00 to 5 mt 1.00 M3 14241.35

57 Providing & laying controlled cement concrete M - 250 for following 12.00 M3 5073.12

RCC works for compound wall & entrance gate up to any height and

finishing smooth incl. machine mixing, vibrating, scaffolding, curing

incl. cost of form work but excluding cost of reinforcement etc.

complete at all levels/any height for (A) FOR RCC FOOTING

58 (B) RCC PLINTH BEAM 4.00 M3 6362.18

60 (D) RCC COPING 1.00 M3 5058.05

61 (E) FOR R.C.C. LINTEL 1.00 M3 7254.62

62 (F) FOR R.C.C. SLAB 2.00 M3 6945.77

63 (G) FOR R.C.C. CHHAJA 1.00 M3 6821.30

64 Providing and fixing T.M.T. (Thermo Mechanically Treated) bars 5790.00 Kg 77.29

confirming to relevant IS Fe 500D grade for R.C.C. works including

cutting, bending, binding and placing in position etc. incl. cost of

binding wire etc. complete at all level / up to any height .

65 Brick work using common brunt clay building bricks of class having 15.00 M3 4526.75

crushing strength not less than 35 kg/cm2 for superstructure up to

two floor level in C.M. 1:6 (1-cement : 6-coarse sand) incl. racking out

joints 20mm deep to expose faces & the joints should be struck flush

to expose faces incl. Curing, scaffolding etc. complete.

66 Providing & Laying 20mm thick sand faced plaster on wall up to any 260.00 M2 321.10

height consisting of 12mm thick backing coat of cement mortar 1:3 (1-

cement : 3 - sand) & 8mm thick finishing coat of cement mortar 1:1 (1-

cement : 1-sand) incl. Scaffolding, curing, etc. incl. racking out joints,

cleaning etc. complete.

67 Providing & Laying 15 mm thick cement plaster in single coat in CM 40.00 M2 235.32

1:3 (1-cement : 3-sand) on rough & fair side of stone / brick masonry

/ concrete surface for interior & exterior plastering up to any height

incl. drip moulding & finished even and smooth with neat cement

slurry incl. racking out joints, cleaning etc. complete at all levels/ up to

68 Applying wall painting three coats with plastic emulsion paint of 40.00 M2 125.52

approved brand and manufacture on wall surface to give an even

shade with applying two coat ready made putty of approved quality

including thoroughly brushing the surface free from mortar droppings

& other foreign matter & sand papered smooth etc. comp at all levels /

up to any height

69 External wall painting (two coats + priming coat) with APEX weather 260.00 M2 125.52

proof exterior emulsion paint of Asian paints or equivalent as

approved and of required shade up to any height including a priming

coat of primer of approved brand and manufacture on wall surfaces to

give an even shade after thoroughly brushing the surface & making

the surface free from mortar droppings and other foreign matter and

sand papered smooth incl. filling the all small holes, cracks, open

joints, undulations and similar other minor defects of every kind with

ready made putty of approved brand and manufacture and rubbed

smooth with sand paper incl. necessary scaffoldings etc. complete at

all levels / up to any height

70 Providing & filling in foundation & plinth with sand brought from 5.00 M3 481.80

outside in layers of 20 cm. thickness incl. watering, ramming and

consolidating etc. complete

71 Providing & fixing 35 MM thick door shutter incl.teak wood door 20.00 M2 5338.30

frame 10 X 7 cm consisting of solid core single or double leaf flush

door shutter of 30 MM thickness, lipped with 15 mm (5MM x 3) thick

x 30 mm width on stiles & top rails and 10 mm(5 mm x2) other stiles

and bottom rails. The inner panel laminated with 2 mm thick termite

proof, water proof & fire resistant moulded PVC sheet with

raised panel design in different plain and/ or pre laminated colour on

one side after routing the moulded design on flush door & 2 MM plain

and/ or pre laminated PVC sheet on other side using rubber adhesive

on flush door and solvent cement adhesive on the PVC lapping incl.

prov. & fixing stainless steel matt fixtures, fasteners and lock as per

the detailed drawing etc. complete at all level.

(ii) Fully panelled

72 Providing and fixing Aluminium Section (Colour anodized of minimum 8.00 M2 2140.33

15 micron thick) fixed in composite panel of Alluminium window

outer frame of size 63mmx 38mm x 1.5 mm, with three track sliding

shutter (3/4 series shutter section) fixed with glazing section using

mm thick best quality plain sheet glass of approved colour with P/F all

necessary fixtures, fasteners & window accessories like Handles,

hinges, screws, Lock, bearing, stopper etc. as may be needed and as

directed by Engineer in Charge etc. complete at all levels

73 Providing and laying Vitrified tiles 8 to 10 mm thick , 60.00 M2 1120.36

24'' x 24'' in 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

74 Providing and laying broken chine mosaic flooring for terrace using 16.00 M2 779.70

12 mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions

and extending them upto 15 cm along the wall,clearing with water

and oxalic acid etc. as directed.After finishing the whole terrace shall

be flooded with water for a period of two weeks.

75 Providing & fixing M.S. plain grills of required pattern to window's 160.00 Kg 110.59

gapes etc. with M.S. flats & 12mm square bright bar at required

spacing & frame around, square with round headed bolts, nuts, or by

screws built up section frame work incl. all necessary materials and

labour incl. one coat of priming coat of red lead paint and two coat of

enamel paint etc. comp.

76 Providing & fixing on wall PVC rain water pipes of 110 mm diameter 20.00 Rmt 339.05

of 6Kg./Cm2 incl. bend, Tee etc. incl. jointing materials incl. fixing with

necessary clamps to walls etc. as directed at all level.

77 Steel work, riveted in built up sections framed work including cutting, 6.50 Quintal 5889.50

hoisting, fixing in position and applying a priming coat of read lead

78 Providing and fixing in wall, ceiling and floor galvanized mild steel 240.00 Rmt 794.18

tubes (Heavy grade) of the following nominal bore, tube, fittings and

clamps including making good the wall, ceiling and floor etc. complete

at all floor levels (F) 50mm

79 Providing and fixing sliding iron estate gate as per design and given 38.80 Quintal 9108.48

drawing with top & bottom rails of T iron of required size with

required dia. Steel pulleys complete with bolts nuts, locking

arrangements, stoppers, holdfasts, handles, aldrops etc. incl. cost of

welding, cutting etc. using the M.S. pipes (Heavy duty), angles, flats

etc. as per drawing incl. fixing in RCC. column etc. incl. applying a

priming coat of red lead paint and three coats of approved synthetic

enamel paint etc. complete

80 Providing and fixing Digitally printed steel GIDC Logo for entrance 2.00 No. 29416.68

81 Providing and fixing Digitally printed steel Letters for entrance gate 25.00 No. 1024.84

82 Painting two coats (excluding priming coat) on new steel and other 33.00 M2 129.04

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including cleaning

the surface of all dirt, dust and other foreign matter

Rs. (Without GST)