Annual rate contract for conservation, restoration, reconstruction & redevelopment works (surface cleaning, site clearance, brick masonary, stone masonary, lime concrete, lime mortar, structural strengthening, dismantling & demolishing, flooring, roofing, finishing, wood works repairs and water proofing works and other miscellaneous works) at Office of the Superintending Archaeologist, Kutch Circle of Department of Archaeology, Gujarat.

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the One Hundred Twenty One Rupees and Seventy Two Paise

excavated stuff upto 50 Meter lead.(A) Loose or soft soil Only

(Executed with Machine)

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

2 1 CUM 210.42 Two Hundred Ten Rupees and Forty Two Paise Only

excavated stuff upto 50 Meter lead.(A) Loose or soft soil

(Executed Manually)

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

3 1 CUM 155.69 One Hundred Fifty Five Rupees and Sixty Nine Paise Only

excavated stuff upto 50 Meter lead.(B) Dense or Hard

soil(Executed with Machine)

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

4 1 CUM 269.87 Two Hundred Sixty Nine Rupees and Eighty Seven Paise Only

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

(Executed Manually)

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

5 1 CUM 265.35 Two Hundred Sixty Five Rupees and Thirty Five Paise Only

excavated stuff upto 50 Meter lead.(C) Hard Murrum(Executed

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

6 1 CUM 460.53 Four Hundred Sixty Rupees and Fifty Three Paise Only

excavated stuff upto 50 Meter lead.(C) Hard Murrum(Executed

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

7 1 CUM 134.95 One Hundred Thirty Four Rupees and Ninety Five Paise Only

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

or soft soil (Executed with Machine)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

8 1 CUM 232.72 Two Hundred Thirty Two Rupees and Seventy Two Paise Only

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

or soft soil (Executed Manually)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

9 1 CUM 168.91 One Hundred Sixty Eight Rupees and Ninety One Paise Only

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

or Hard soil (Executed with Machine)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

10 1 CUM 292.18 Two Hundred Ninety Two Rupees and Eighteen Paise Only

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

or Hard soil (Executed Manually)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

11 1 CUM 284.37 Two Hundred Eighty Four Rupees and Thirty Seven Paise Only

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

Murrum (Executed with Machine)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Four Hundred Ninety Three Rupees and Ninety Nine Paise

disposing off the excavated stuff upto 50 Meter lead.(C) Hard Only

Murrum (Executed Manually)

Add extra for Disposing off the excavated stuff of above items

13 1 CUM 76.80 Seventy Six Rupees and Eighty Paise Only

for lead of (D) 300 m to 400 m

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

14 1 CUM 135.56 One Hundred Thirty Five Rupees and Fifty Six Paise Only

depth consolidating each disposited layer by ramming and

Filling in foundation and plinth with brick Bats Chhara in layers

15 of 20cm. thickness including watering, remming and 1 CUM 615.31 Six Hundred Fifteen Rupees and Thirty One Paise Only

consolidating etc. complete

Clearance of debris around the heritage building by excavation

upto depth 1.50mtr to 2.00 mtr carefully without damaging the

16 buried architectural parts of the building and collect all the 1

CUM Six Hundred Twenty Six Rupees Only

intact parts at proper place for reuse at the time of restoration

work as per direction of Engineer incharge.

Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and saplings of

girth up to 30 cm measured at a height of 1 m above

17 1 SQM 14.43 Fourteen Rupees and Forty Three Paise Only

ground level and removal of rubbish up to a

distance of 50 m outside the periphery of the area

Surface dressing of the ground including removing

vegetation and inequalities not exceeding 15 cm

18 1 SQM 28.00 Twenty Eight Rupees Only

deep and disposal of rubbish, lead up to 50 m and

lift up to 1.5 m. in all kinds of soil.

Cleaning of under ground sump, Over Head Tank (independent

staging) including disposal of slit and rubbish, all as per direction

of Engineer-in-Charge.

The cleaning shall consist following operations:-

(i)Tank shall be emptied of water by pumping &

bottom shall be cleaned of silt and other deposits.

(ii) Entire surface area of the sump shall then

scrubbed thoroughly with wire brush etc.and

pressure washed with water.

19 (iii) Chlorination of RCC internal surface by liquid 1 SQM 69.58 Sixty Nine Rupees and Fifty Eight Paise Only

(iv) The treated surface shall be dried using air

jetting and all loose particles shall be removal from

the surface. (v) Finally

the surface shall be treated with ultraviolet radiation

etc. as per direction of Engineerin-Charge. Note:

Cleaning of step well & disposal of silt and

rubbish as per the direction of conservation

Extra for pumping out water and/or liquid mud

Including cost of pumping (including electricity) or

bailing out water and removing slush etc. complete

including disposal of water works to approved

20 1 Ltr 0.66 Rupees and Sixty Six Paise Only

municipalility approved location.

NOTE: - The quantity will be calculated by the

volume of water/mud in litres.

Disposal of building rubbish / malba / similar

unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting,

21 1 Cum 216.44 Two Hundred Sixteen Rupees and Forty Four Paise Only

unloading to approved municipal dumping ground

or as approved by Engineer-in-charge, beyond 50 m

initial lead, for all leads including all lifts involved

Raking out joints of stone masonry surface to the required width

and depth, with due care and precaution, by mechanical /

22 manual means, including preparing and cleaning the surface for 1

SQM Twenty Nine Rupees Only

re- pointing/ refilling of joints, including disposal of rubbish to

the dumping ground within 50 metre lead.

Providing and fixing double scaffolding system (cup lock type) on

the exterior side of building/structure, upto 25 metre height,

above ground level, including additional rows of scaffolding in

stepped manner as per requirement of site, made with 40mm

dia M.S. tube, placed 1.5 metre centre to centre, horizontal &

vertical tubes joint with cup & lock system with M.S. Tubes,

M.S. tube challis, M.S. clamps and staircase system in the

scaffolding for working platform etc. and maintaining it in a

23 serviceable condition for execution of work of cleaning and/ or 1 SQM 184.00 One Hundred Eighty Four Rupees Only

pointing and/ or applying chemical and removing it thereafter.

The scaffolding system shall be stiffened with bracings, runners,

connecting with the building etc, wherever Rquired, if feasible,

for inspection of work at required locations with essential safety

features for the workmen etc., complete as per directions and

approval of Engineer-in-charge.

Cleaning the sand stone surface and removing dirt, dust, bird

dropping, grease, oil, algae, fungus, monkey beats, vegetable

growth etc., including providing, applying and washing the

surface with liquid Ammonia Chemical of 0.1 to 5% solution and

other chemical cleaning agent as approved by Archaeological

Survey of India/ Engineer-in-charge, of approved brand and

manufacturer, with the help of required scrubbers and also

cleaning with machine operated water jet mixed with desired

24 quantity of fine silica where ever required, without causing any 1 SQM 106.00 One Hundred Six Rupees Only

scratching/ damage to the stone surface and finally washing the

surface with clean water with the help of pressure jet machine,

complete in all respect, including taking all precautions to

safeguard ventilators, windows, doors etc. by suitable covering

so as to avoid any damage to the building/structure, all as per

direction of Engineerin- charge (The rate is inclusive of all

materials & labours involved except scaffolding).

Providing and applying antifungal wash treatment using 3%

solution of sodium pentachlorophenate, of reputed brand and

25 manufacturer, on cleaned sand stone surface at desired 1

SQM Forty Three Rupees Only

locations as per direction of Engineer-in-charge (The rate is

inclusive of all materials & labours involved except scaffolding).

Applying two or more coat of Ethyl Silicate chemical as approved

by Archaeological Survey of India/ Engineer-in-charge, of

approved brand and manufacturer, with brush or spray on the

existing stone masonry surface till there is no further absorption

26 of chemical by stone surface, including protecting the applied 1 SQM 250.00 Two Hundred Fifty Rupees Only

surface from direct sunlight by suitable means during

application, all complete as per direction of the Engineer-in-

Charge (The rate is inclusive of all materials & labours involved

except scaffolding).

Applying breathable, non-reactive, antifungal, and water

repellant Silane/Siloxane chemical as approved by

Archaeological Survey of India/ Engineer-in-charge, of approved

brand and manufacture, diluted with solvent mineral Turpentine

oil in the ratio of 1:12 (One part of approved chemical :12 Part of

27 Turpentine oil), on the existing sand stone masonry surface with 1 SQM 70.00 Seventy Rupees Only

two or more coats to give uniform application of chemical on the

surface, all complete as per direction of Engineer-In-charge (The

rate is inclusive of all materials & labours involved except

DISMANTLING & DEMOLISHING

Careful removal of existing deteriorated/ damaged/ weathered

lime plaster without damaging the suurface below it. Caution:

28 1 SQM 131.00 One Hundred Thirty One Rupees Only

Workers have to wear helmet,safety belt and safety gloves

Dismantling stone slab flooring laid in lime mortar including

stacking of serviceable material and disposal of unserviceable

29 1 SQM 48.63 Forty Eight Rupees and Sixty Three Paise Only

material within 50 metres lead.

Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

30 1 CUM 317.00 Three Hundred Seventeen Rupees Only

unserviceable material within 50 metres lead as per direction of

Engineer-in-charge. (In mud mortar)

Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

31 unserviceable material within 50 metres lead as per direction of 1 CUM 696.00 Six Hundred Ninety Six Rupees Only

Engineer-in-charge. (In lime mortar with old mughal brick s)

Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

32 1 CUM 370.44 Three Hundred Seventy Rupees and Forty Four Paise Only

unserviceable material within 50 metres lead as per direction of

Engineer-in-charge. (In lime mortar)

Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

33 1 CUM 557.32 Five Hundred Fifty Seven Rupees and Thirty Two Paise Only

unserviceable material within 50 metres lead as per direction of

Engineer-in-charge. (In cement mortar)

Removing mortar from bricks and cleaning bricks including

stacking within a lead of 50 m (stacks of cleaned bricks shall be

34 1 NOS 207.00 Two Hundred Seven Rupees Only

measured): 100 NOS From brick work in mud mortar

Removing mortar from bricks and cleaning bricks including

stacking within a lead of 50 m (stacks of cleaned bricks shall be

35 1 NOS 244.00 Two Hundred Forty Four Rupees Only

measured): 100 NOS From brick work in lime mortar

Removing mortar from bricks and cleaning bricks including

stacking within a lead of 50 m (stacks of cleaned bricks shall be

36 1 NOS 309.00 Three Hundred Nine Rupees Only

measured): 100 NOS From brick work in cement mortar

Demolishing stone rubble masonry manually/ by mechanical

means including stacking of serviceable material and disposal of

37 unserviceable material within 50 metres lead as per direction of 1 CUM 506.00 Five Hundred Six Rupees Only

Engineer-in-charge : In lime mortar

Demolishing stone rubble masonry manually/ by mechanical

means including stacking of serviceable material and disposal of

38 unserviceable material within 50 metres lead as per direction of 1 CUM 557.32 Five Hundred Fifty Seven Rupees and Thirty Two Paise Only

Engineer-in-charge :In cementmortar

Dismantling dressed stone work ashlar face stone work, marble

work or precast concrete work manually/ by mechanical means

including stacking of serviceable and disposal of unserviceable

39 1 CUM 637.00 Six Hundred Thirty Seven Rupees Only

material within 50 metres lead as per direction of Engineer-in-

charge :In lime mortar

Dismantling dressed stone work ashlar face stone work, marble

work or precast concrete work manually/ by mechanical means

One Thousand Six Hundred Twenty Eight Rupees and Ninety

40 including stacking of serviceable and disposal of unserviceable 1 CUM

Five Paise Only

material within 50 metres lead as per direction of Engineer-in-

charge :In cement Mortar

Removing mortar from and cleaning stones and concrete articles

41 (net quantity of stacks of cleaned materials will be measured):In 1 CUM 229.00 Two Hundred Twenty Nine Rupees Only

Removing mortar from and cleaning stones and concrete articles

42 (net quantity of stacks of cleaned materials will be measured):In 1 CUM 296.00 Two Hundred Ninety Six Rupees Only

Dismantling doors, windows and clerestory windows (steel or

wood) shutter including chowkhats, architrave, holdfasts etc.

43 complete and stacking within 50 metres lead :Of area 3 sq. 1 Each 190.19 One Hundred Ninety Rupees and Nineteen Paise Only

metres and below

Dismantling doors, windows and clerestory windows (steel or

wood) shutter including chowkhats, architrave, holdfasts etc.

44 complete and stacking within 50 metres lead :Of area beyond 3 1 Each 254.68 Two Hundred Fifty Four Rupees and Sixty Eight Paise Only

Taking out doors, windows and clerestory window shutters

45 (steel or wood) including stacking within 50 metres lead :Of area 1 Each 190.19 One Hundred Ninety Rupees and Nineteen Paise Only

3 sq. metres and below

Taking out doors, windows and clerestory window shutters

46 (steel or wood) including stacking within 50 metres lead :Of area 1 Each 254.68 Two Hundred Fifty Four Rupees and Sixty Eight Paise Only

beyond 3 sq. metres

Dismentling wood work, wrought framed and fixed

One Thousand Seven Hundred Seventy Nine Rupees and

47 in frames trusses including stacking the materials 1 cu.m

Forty Four Paise Only

with all lead and lift.

Dismentling steel work including distempering and

48 1 KG 3.81 Three Rupees and Eighty One Paise Only

stacking the materials with all lead and lift.

Dismentaling tiled of stone floors laid in mortar including

49 stacking of serviceable materilas and disposal of unserviceable 1 Sqm 48.63 Forty Eight Rupees and Sixty Three Paise Only

materials with all lead and lift.

Dismantling stone slab flooring laid in cementious mortar

including stacking of serviceable material and disposal of

50 unserviceable material within 50 metres lead. 1 SQM 107.00 One Hundred Seven Rupees Only

(only for stone slabs having thickness greater than 50 mm.)

Demolishing mud phaska in terracing and disposal of material

51 within 50 metres lead. 1 CUM 448.00 Four Hundred Forty Eight Rupees Only

Dismantling stone slab roofing over wooden karries or R.C.C.

battens (dismantling karries and battens to be paid for

52 separately), including stacking of serviceable material and 1 CUM 1,063.00 One Thousand Sixty Three Rupees Only

disposal of unserviceable material within 50 metres lead.

Dismantling jack arch roofing and floors including stacking of

53 serviceable material and disposal of unserviceable material 1 SQM 113.00 One Hundred Thirteen Rupees Only

within 50 metres lead.

Dismantling tiled roofing with battens, boarding etc. complete

54 including stacking of serviceable material and disposal of 1 SQM 77.00 Seventy Seven Rupees Only

unserviceable material within 50 metres lead.

Demolishing thatch roofing including mats, bamboo, jaffari etc.

complete including stacking of serviceable material and disposal

55 1 SQM 20.00 Twenty Rupees Only

of unserviceable material within 50 metres lead.

Dismantling wooden ballies in posts and struts including

56 stacking within 50metres lead. 1 Metre 10.00 Ten Rupees Only

SURFACE CLEANING AND BONDING

Removing of old sulphated lime wash/white or colour wash in

multiple applications without causing damage to the below

stone/brick/plastered surface. Scrubbing (not by scraping which

leaves surfaces scarred and scratched ) with bristle brushes and

57 1 SQM 507.00 Five Hundred Seven Rupees Only

hot water ( Care to be taken if the surface is weak one it will

break down). Hot water should be used if the limewash has an

oil or tallow binder. Gentle cleaning with air abrasive tools can

be used if the wall surface is not very week.The final clean will

Sterilizing treatment using Biocide: Masonry covered with algae,

lichen, mosses etc should be removed with knife blades, spatula

and stiff bristle or soft wire brushes. Spray diluted solution of

quaternary ammonium based biocide on surface of the masonry

58 with out allowing to spray drift. Leave the treated area for at 1 SQM 616.00 Six Hundred Sixteen Rupees Only

least one week than brush off as much dead growth as possible.

Next again spray a solution of a proprietary biocide and

incorporating tribute tin oxide in same manner and clean the

Removing white or colour wash by scrapping and sand papering

59 and preparing the surface smooth including necessary repairs to 1 SQM 10.00 Ten Rupees Only

scratches etc. complete

Removing dry or oil bound distemper, water proofing cement

paint and the like by scrapping,

60 sand papering and preparing the surface smooth including 1 SQM 12.00 Twelve Rupees Only

necessary repairs to scratches

Manually removal of vegetation (major trees, climbing plants,

creepers) from walls, columns, arches, floor etc in a skilled and

careful manner, using appropriate tools and means and without

causing any damage to the adjoining parts, including carrying

and stacking the dismantled materials including lift/lower upto

11mtrs and lead upto 50 mtrs as directed by the engineer or

architect in charge. The exposed surfaces will be coated with a

paste made from ammonium sulphamate crystals or with "Tree

61 killer" available in market. In this condition the root system may 1 EACH 1,080.00 One Thousand Eighty Rupees Only

be left to absorb and die. Large sections of dead wood must not

be left within the core. As they decay they will remove support

and create voids and weaknesses in the wall. Pull off a

well-established mat of vegetation must be resisted. Tamping,

grouting, pointing and resetting of brick / stones especially on

wall top, must all be anticipated as remedial work.

LIME CONCRETE WORKS

Lime concrete terracing on roofs/Coping with 25mm nominal

size brick aggregate and 50% lime mortar 1:2 (1 Slaked lime :

62 surkhi) rammed and finished with gur and belgiri treatment 1 CUM 14,125.00 Fourteen Thousand One Hundred Twenty Five Rupees Only

complete including rounding of junctions with parpaet wall

Lime concrete on floors with 25mm nominal size brick aggregate

and 50% lime mortar 1:3:6 (1lime putty: 3 surkhi:6 Coarse Sand)

63 1 CUM 6,847.00 Six Thousand Eight Hundred Forty Seven Rupees Only

rammed and finished with gur and belgiri treatment

Providing and laying in foundation and plinth /

under floors lime concrete with hand broken stone

Two Thousand Eight Hundred Sixty Nine Rupees and Forty

64 aggregates 40mm nominal size and 40% mortar 1 CUM

comprising of 1-Lime putty : 2-Fine sand and curing

complete excluding cost of formwork.

Providing and laying in foundation and plinth /

under floors lime concrete with graded brick

Two Thousand Eight Hundred Twenty Five Rupees and

65 aggregates 40 mm nominal size and 40% mortar 1 CUM

Seventy One Paise Only

comprising of 1-Limeputty : 2-Fine sand and curing

complete excluding cost of formwork.

BRICK MASONARY WORKS

Brick work with bricks of class designation 7.5 in foundation and

66 plinth in Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand) 1 CUM 5,641.00 Five Thousand Six Hundred Forty One Rupees Only

Brick work with bricks of class designation 7.5 in superstructure

67 up to two level Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 1 CUM 7,009.00 Seven Thousand Nine Rupees Only

STONE MASONARY WORKS

Random rubble masonry with hard stones in foundation and

plinth including levelling with lime concete (1 lime:3surkhi:6

68 coarse sand) with 20mm stone aggregate upto plinth level with 1 CUM 4,724.00 Four Thousand Seven Hundred Twenty Four Rupees Only

lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

(iii) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Lime Two Thousand Three Hundred Eighty Eight Rupees and Forty

Mortar 1:1.5 (1-Lime : 1.5-coarse sand including One Paise Only

levelling up etc. complete

Random rubble masonry with hard stones in superstructure

including levelling with lime

70 concete (1 lime:3surkhi:6coarse sand) with 20mm stone 1 CUM 6,001.00 Six Thousand One Rupees Only

aggregate upto plinth level with lime

mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in Four Thousand Eight Hundred Ninety Nine Rupees and Fifty

Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) Three Paise Only

including packing the joints etc. complete.

Coursed rubble masonry with hard stones in foundation and

plinth including levelling with lime concete upto plinth level

72 1 CUM 5,539.00 Five Thousand Five Hundred Thirty Nine Rupees Only

with lime mortar 1:1:1(1Lime:1 surkhi:1 coarse sand)

Coursed rubble masonry with hard stone (first or second sort) in

superstructure above plinth level and upto two floor level with

73 1 CUM 6,662.00 Six Thousand Six Hundred Sixty Two Rupees Only

lime mortar 1:1:1 (1 lime :1surkhi:1 coarse sand)

Stone work in plain ashlar masonry in superstructure upto 18m

of height in lime mortar 1:1:1(1 lime:1 surkhi:1 coarse sand)

74 including pointing with lime mortar and an admixture of 1 CUM 55,526.00 Fifty Five Thousand Five Hundred Twenty Six Rupees Only

pigment matching the stoneshade. (Red Sand Stone/ White Sand

Stone work plain ashlar in arches in super structure in lime

mortar 1:3 (1 lime : 3 coarse sand) including centring, shuttering

75 and pointing with lime mortar and an admixture of pigment 1 CUM 53,077.00 Fifty Three Thousand Seventy Seven Rupees Only

matching the stone shade One face dressed Red sand stone

Stone work plain ashlar in domes in lime mortar 1:3 (1 lime :

coarse sand) including centring, shuttering and pointing with

76 lime mortar and an admixture of pigment matching the stone 1 CUM 94,068.00 Ninety Four Thousand Sixty Eight Rupees Only

shade.One face dressed Red sand stone

Stone consolidation-removing the loose/damaged stone and

77 reconsolidating with newstone/reusable stone with lime 1 CUM 5,649.00 Five Thousand Six Hundred Forty Nine Rupees Only

mortar(1:2) wherever necessary

40 mm thick fine dressed stone flooring over 20 mm (average)

78 thick base of lime mortar 1:3 (1 lime: 3coarse sand) with joints 1 SQM 957.00 Nine Hundred Fifty Seven Rupees Only

finished flush.Red sand stone

Providing and fixing Red sand stone flooring over 20mm

(average) thick base of combination mortar 1:1:1 (1 lime :

surkhi : 1 coarse sand), including pointing with combination

79 1 SQM 1,053.00 One Thousand Fifty Three Rupees Only

mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) 50 mm thick in

the interior portion of the monument using new stone

Providing Lime stone slab for roofing and laying them in Lime

mortar 1:2 over wooden karries or R.C.C. battens or structural

80 steel sections (karries or battens or structural steel sections to 1

SQM Nine Hundred Seventy Nine Rupees Only

be separetely), including pointing the ceiling joints with lime

mortar 1:2 complete: Lime Sandstone

Providing and Making Gola (batta) in lime concrete using 50%

lime surkhi / sand mortar 1:2 with 12mm brick aggregate, along

81 joints of wall and terrace finished with lime surkhi mortar 1:2 1

MTR Two Hundred Thirty Two Rupees Only

plaster with gur, gugal, methi etc as per traditional practice in

concave/approved shape of (size 75mmx75mm)

Making khurras 45 x 45 cm with average minimum thickness of

10 cm lime concrete 1:3:6 (1 Slaked lime :3 surkhi : 6 coarse

sand) with graded stone aggregate 20mm nominal size over PVC

82 sheet 1m x 1m x 400 micron, finished with 12mm lime plaster 1 EACH 234.00 Two Hundred Thirty Four Rupees Only

1:3 (1 Slaked lime : 3 Coarse sand), rounding the edges and

making and finishing the outlet complete.

PLASTER & POINTING WORKS

Providing and applying 20mm thick Lime Plaster in 1:2 ratio (1

part slaked lime to 2 parts coarse sand) in two coats. The first

coat shall be 12mm thick, followed by a second coat of 8mm to

83 1 SQM 2,081.00 Two Thousand Eighty One Rupees Only

achieve the required finish and thickness. The surface must be

properly reworked for a smooth and durable texture.

Providing and applying 30-40mm thick Lime Plaster in two coats.

The base coat shall be 20mm thick using lime mortar in 1:1:1

ratio (1 part lime : 1 part Surkhi : 1 part Coarse Sand). The

84 finishing (top) coat shall be applied using lime mortar in 1:1:1 1 SQM 3,132.00 Three Thousand One Hundred Thirty Two Rupees Only

ratio (1 part lime : 1 part Surkhi : 1 part Fine Sand) to achieve a

smooth and uniform surface as per requirements.

Lime punning with a mixture of lime putty (screened and

pressed through) and marble dust mixed with Gur, Belgiri, Urad

and other ingredients followed by grinding to fine consistency

85 for smooth finishing of mix 1:1(1 Lime: 1 Marble powder) all 1 SQM 224.00 Two Hundred Twenty Four Rupees Only

complete as directed by the EIC.

Providing and crafting an ornamental cornice band as per the

Conservation Architect's detailed design. The work involves

intricate moulding using lime mortar in 1:2 ratio (1 part lime :

86 parts fine sand). The process includes surface preparation, 1 MTR 653.00 Six Hundred Fifty Three Rupees Only

building up the profile, and finishing to match the original

architectural character and heritage aesthetics.

Providing and applying Ruled or Flush pointing to stone

masonry/Brick masonary surfaces using lime mortar in 1:2 ratio

87 (1 part lime : 2 parts fine sand ). The process includes deep 1

SQM Two Hundred Seventeen Rupees Only

raking of joints, cleaning, and finishing with a precise ruled or

flush profile as per the architectural requirement to ensure

durability and aesthetic consistency.

Providing and applying Ruled or Flush pointing to stone

masonry/Brick masonary surfaces using lime mortar in 1:2 ratio

88 (1 part lime : 2 parts Coarse sand) . The process includes deep 1

SQM Two Hundred Twenty Four Rupees Only

raking of joints, cleaning, and finishing with a precise ruled or

flush profile as per the architectural requirement to ensure

durability and aesthetic consistency.

Ruled / Flush pointing on sand stone masonry surface with lime,

surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One

lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2

89 marble dust}. color should be match with the existing surface of 1 SQM 237.00 Two Hundred Thirty Seven Rupees Only

monument. (The rate is inclusive of all materials & labours

involved except scaffolding).

Providing and executing Raised and Cut pointing on stone

masonry using a specialized lime mortar in 1:1:2 ratio (1 part

lime : 1 part fine sand : 2 parts marble dust). The work includes

90 raking out joints to a minimum depth of 20mm, cleaning the 1 SQM 444.00 Four Hundred Forty Four Rupees Only

surface, and forming a distinct raised profile with precisely cut

edges to enhance the architectural lines of the masonry.

Repairs to plaster of thickness 10 mm to 30 mm in patches of

area 2.5 sq. meters and under, including cutting the patch in

proper shape, raking out joints and preparing and plastering the

surface of the walls complete, preparation of mortar by

91 traditional practice (by hand grinder) in 3 course & loi, tamping, 1 SQM 1,509.00 One Thousand Five Hundred Nine Rupees Only

beating, till the shrinkage cracks are disappear disposal of

rubbish to the dumping ground within 50 metres lead with lime

moratr 1:2 (1 lime: 2 surkhi)

White washing with lime on wall surface (one coats) to give an

even shade including thoroughly booming the surface to remove

92 1 SQM 5.80 Five Rupees and Eighty Paise Only

all dirt, dust; mortar drops and loose scales of lime wash and

other foreign matter.

White washing with lime on wall surface (two coats) to give an

even shade including thoroughly booming the surface to remove

93 1 SQM 12.57 Twelve Rupees and Fifty Seven Paise Only

all dirt, dust; mortar drops and other foreign matter.

CRACK REPAIRS AND STRUCTURAL STRENGTHENING

Repairing of 0.5mm to 5 mm wide open joints / cracks in all

types of sand stone masonry work including scrapping of loose

jointing material from cracks. The inner side to be filled/pointed

with lime mortar with wooden trowel and fixing grouting nipple

from outer side as directed by Architect. Then apply lime mortar

by injection grouting through 5mm diameter nozzle through the

94 pre fix nipple up to total thickness of existing stone wall and 1 MTR 71.00 Seventy One Rupees Only

removing the PVC nipple pipe, lime moratr of mix lime & sand

1:1 mix with polymer using katha or other additives to achieve

require matching colour and including cost of all materials,

labour, machinery, equipment, curing and cleaning the site as

Providing and fixing stainless steel cramps of required size and

shape for anchoring stone wall lining to the backing or securing

95 adjacent stones in stone wall lining in lime mortar 1:2 (1lime : 2 1

KG Five Hundred Seventy Nine Rupees Only

coarse sand), including making the necessary chases in stone

and holes in walls wherever required

Providing and fixing 40mm thick stone sloping chajja, up to

80cm wide (measured along the slope) beyond the wall face,

bedded in lime mortar 1:1:1 (1 lime : 1 Surkhi : 1 fine sand). Each

stone unit shall be secured with a 12mm diameter anchoring

96 steel bar (45cm long) and supported by a brick cove in lime 1 SQM 1,799.00 One Thousand Seven Hundred Ninety Nine Rupees Only

mortar (1:1:1). The work includes pointing in lime mortar 1:2 (1

lime : 2 stone dust) with the addition of matching pigments to

ensure aesthetic consistency with the existing structure.

Providing and fixing 40mm thick horizontal stone chajja, with a

projection of up to 80cm from the wall face, bedded in lime

97 mortar 1:2 (1 part lime : 2 parts coarse sand). The work includes 1

SQM One Thousand Two Hundred Forty Eight Rupees Only

surface preparation, leveling, and finishing with pigmented lime-

stone dust pointing (1:2) to perfectly match the natural shade

and texture of the stone

Providing and fixing plain and ornamental stone elements,

including copings, cornices, string courses, plinth courses,

decorative panels, and intricately carved horizontal bands. All

elements shall be installed as per the original architectural

98 design using lime-surkhi mortar in 1:2:3 ratio (1 part lime : 2 1 CUM 60720.00 Sixty Thousand Seven Hundred Twenty Rupees Only

parts sand : 3 parts Surkhi). The work includes precise

alignment, bedding, and finishing with pigmented mortar to

perfectly match the natural stone shade, as per the directions of

the Engineer-in-charge

Providing and laying 50mm thick Sandstone flooring for plinth

protection around the building. The stones shall be bedded on a

40mm thick compacted sand cushion as per the drawing. The

99 stones are to be set in lime-surkhi mortar 1:1:1 (1 part lime : 1 1 SQM 1,495.00 One Thousand Four Hundred Ninety Five Rupees Only

part Surkhi : 1 part coarse sand). The joints shall be neatly filled

and finished with sand filling or as per the specified drawing to

ensure proper drainage and protection of the plinth

Providing and installing a temporary structural propping system

to stabilize leaned elements of monument. The system shall

utilize a combination of MS pipes, channels, angles, and ISMB

girders as per the structural stability report. The work includes

100 all necessary fabrication, anchoring, and bracing to prevent 1 SQM 1,510.00 One Thousand Five Hundred Ten Rupees Only

further leaning or sudden collapse. Strict adherence to all safety

protocols is mandatory to ensure site safety during execution.

The item rate is inclusive of all materials, specialized labor, and

machinery required for the stabilization.

Providing and applying oil-based wood preservative of an

approved brand and manufacture on new woodwork. The

application shall consist of two or more coats to ensure deep

101 penetration and long-term protection against termites, fungi, 1 SQM 39.00 Thirty Nine Rupees Only

and moisture. The surface must be thoroughly cleaned, sanded,

and dried before the first coat, and subsequent coats shall be

applied only after the previous coat is completely

absorbed/dried.

Providing and fixing hand-carved stone spouts (Pranala) using

local lime or sand stone, strictly matching the existing pattern,

dimensions, and architectural style of the temple. The work

includes fine dressing and carving to replicate the original

102 design, sourcing stones from approved quarries to ensure 1 EACH 8,630.00 Eight Thousand Six Hundred Thirty Rupees Only

mineralogical and aesthetic compatibility. The item covers

necessary scaffolding, precise placement for effective drainage,

and all leads and lifts required for execution at height

Providing and executing crack and cavity filling in stone masonry

or intricate carvings (1.5mm to 2mm width) of varying shapes

and sizes. The process involves cleaning the voids, pinning with

specialized non-corrosive nails for structural reinforcement, and

103 setting with Araldite (epoxy adhesive). The repair is to be 1 RM 181.00 One Hundred Eighty One Rupees Only

integrated using lime mortar in 1:2 ratio (1 part lime

putty/hydrated lime : 2 parts fine sand). The finish must match

the required pattern and original architectural character to

ensure a seamless restoration

Providing and laying 50mm thick lime concrete coping on

parapets, khanguras, and wall tops. The mix shall consist of lime-

surkhi mortar 1:1:1 (1 part lime putty : 1 part surkhi : 1 part

coarse sand) incorporated with 40% brick jeera (25mm nominal

104 size brick aggregate). The work includes surface preparation, 1 SQM 353.00 Three Hundred Fifty Three Rupees Only

laying in required slopes, and finishing to a smooth profile. Rate

is inclusive of all leads and lifts up to the fifth-floor level, but

excludes the cost of centering and shuttering

Providing and executing controlled dismantling (Surgical

Dismantling) of distressed or disturbed architectural elements of

the monument with utmost care to prevent damage to adjoining

stable structures. The scope includes the erection of heavy-duty

scaffolding and temporary propping/shuttering to ensure

105 structural stability during the process. All dismantled 1 CUM 2,027.00 Two Thousand Twenty Seven Rupees Only

architectural fragments, carvings, and stones shall be

meticulously numbered (encoded), documented, and stacked in

a proper chronological sequence at a designated site for future

re-installation (Anastylosis). The rate is inclusive of all

specialized labor, safety measures, and lead/lift.

Providing and executing meticulous dismantling of vaulted

decorative ceilings (up to 200mm thickness) of the monument.

The process involves the erection of a specially designed support

system (Centering and Propping) to secure the vault before

dismantling. Each decorative fragment shall be carefully

106 detached using hand tools to prevent any hairline cracks or 1 CUM 6,280.00 Six Thousand Two Hundred Eighty Rupees Only

surface damage. The scope includes photographic mapping and

alpha-numeric coding of each piece. All salvaged architectural

members are to be safely lowered and stacked in a systematic

sequence at a designated location for future restoration, as per

the directions of the Architect

Removing of disturbed heavy stone Lintels by mechanically/

manually system carefully including all scaffolding and

107 shuttering work and stacking the useful architectural fragments 1 CUM 17,088.00 Seventeen Thousand Eighty Eight Rupees Only

in proper sequence at proper place and stacking at proper place

height up to 10 meter

Providing and fixing stone lintels of required sizes using locally

sourced lime/sand stone, matching the existing geological

characteristics, color, and texture of the original structure of

monument. The scope includes fine hand-dressing to achieve

the required architectural profile, carving as per original

patterns, and secure placement in position. The work involves

108 the erection of necessary scaffolding, shuttering, and specialized 1 CUM 31,080.00 Thirty One Thousand Eighty Rupees Only

lifting arrangements for height. Stone must be procured from a

government-approved quarry and approved by the

Architect/Engineer-in-charge prior to dressing. All leads and lifts

are included to ensure a seamless restoration of missing or

broken lintels.

Providing and executing the re-installation (Refixing) of salvaged

stone lintels in the Sabha Mandap and Antral portions of the

monument. Each lintel shall be refixed in its original

chronological order and sequence as per the pre-dismantling

documentation and site grid map. The work includes precise

109 hoisting and positioning to ensure the lintels are fixed in perfect 1 CUM 5,471.00 Five Thousand Four Hundred Seventy One Rupees Only

horizontal alignment (true to level). The scope covers all leads

and lifts up to a height of 35'-0" from ground level, including the

erection of heavy-duty scaffolding and temporary structural

supports. Joints shall be filled with approved lime-mortar or

specified heritage binding material.

Careful removal of carved stone pillars including necessary

scaffolding and temporary structural supports. Each pillar

member must be handled using soft slings (belts) to avoid

110 damage to carvings. Includes systematic numbering, 1 CUM 5,679.00 Five Thousand Six Hundred Seventy Nine Rupees Only

documentation, and orderly stacking at a pre-approved site. All

work to be carried out under the supervision of a Heritage

Expert to ensure no loss of architectural detail.

Re-fixing of removed or disturbed architectural fragments in

accordance with the original monument design and sequence.

Each member must be refixed in its proper spatial position as

111 per site records. Includes all necessary labor for hoisting, precise 1 CUM 6,418.00 Six Thousand Four Hundred Eighteen Rupees Only

leveling, and joint finishing to match the existing pattern. The

agency is responsible for ensuring structural stability and

aesthetic seamlessness of the refixed members.

Providing and fixing stone pillars meticulously crafted to match

the existing architectural design and original strcuture

proportions. The pillars shall be fabricated from approved

heritage-grade stone (matching the parent structure in color,

texture, and density) and shall include plain moulding work

112 executed with precision hand-dressing. The scope includes site 1 CUM 38,731.00 Thirty Eight Thousand Seven Hundred Thirty One Rupees Only

measurement, carving of profiles as per original templates, safe

hoisting, and vertical alignment (plumb) using traditional

binding materials. All work to be carried out complete in all

respect, including scaffolding and structural stabilization.

Careful removal and systematic stacking of stone flooring (up to

40 cm thick) from Monument area. Each stone must be

numbered as per the site grid and removed using manual tools

to avoid cracking. Includes all lifting arrangements, and

113 organized stacking at a pre-approved site. Any architectural 1 SQM 1,163.00 One Thousand One Hundred Sixty Three Rupees Only

fragments found during the process must be documented and

stored in proper sequence complete in all respect.

Refixing of existing stone flooring in monument as per the

original layout. Stone slabs are to be fixed over a 1:2 Lime-Sand

mortar base, matching the existing thickness and floor levels.

The process includes reusing salvaged stones after proper

114 dressing of edges (if required) and finishing the joints to match 1 SQM 1,981.00 One Thousand Nine Hundred Eighty One Rupees Only

the ancient pattern. Includes all labor, mortar preparation, and

curing complete in all respect.

Providing and laying a comprehensive plinth protection (Apron)

around the monument periphery for a width up to 2.00 meters,

strictly as per the approved architectural drawings. The work

involves fine-dressed stone flooring (40-50 mm thick), laid with

a precise outward slope to ensure efficient surface drainage.

This shall be bedded over a 100 mm thick lime concrete base in

115 a 1:1:2 proportion (1 Lime : 1 Surkhi : 2 Stone Aggregate/Sand). 1 SQM 3,744.00 Three Thousand Seven Hundred Forty Four Rupees Only

Joints must be meticulously sealed with a specialized lime cream

and stone dust mortar (1:1), enriched with matching mineral

pigments to achieve a monolithic aesthetic finish. The scope

includes rigorous site preparation, sub-grade compaction, and

ensuring a watertight seal to protect the temple foundation

from water ingress and capillary action

Providing and fixing structural stone slab roofing using approved

heritage-grade lime/sandstone, matching the original

monument's geological characteristics. The slabs (200mm to

250mm thick) shall be meticulously hand-dressed and carved to

align with the traditional vaulted ceiling design. The work

includes precise placement and interlocking of slabs as per the

116 original architectural geometry, ensuring structural stability and 1 SQM 19,705.00 Nineteen Thousand Seven Hundred Five Rupees Only

watertight joints. The scope covers the erection of heavy-duty

centering, shuttering, and specialized hoisting for heavy stone

members, executed under the strict direction of the Engineer-in-

Charge to replicate the existing patterns and craftsmanship

Providing and executing the reconstruction of missing or

damaged architectural members of the monument using

heritage-grade local lime/sandstone. The work involves the

precise carving and fixing of decorative elements including

Bhitta (Pitha), Chandrika, Kalasha, and Shukanasa, ensuring a

seamless match with the original design and iconography. The

scope includes the sequential assembly of the adhisthana layers

117 such as Jadya-kumbha, Khuraka, Kapotali, Grasa-patti, and Antar- 1 CUM 54,357.00 Fifty Four Thousand Three Hundred Fifty Seven Rupees Only

patra. Each highly carved facia member shall be hand-dressed

and installed in its exact spatial position as per the traditional

Shastric patterns. The rate includes detailed documentation,

template making (farama), specialized carving by master artisans

(Shilpis), and secure hoisting/fixing, complete in all respect.

Providing and executing the reconstruction and fixing of missing

or damaged architectural members of the Shikhar

(Superstructure) using heritage-grade local lime/sandstone. The

work involves the meticulous carving and sequential installation

of members including Varandika, Venukosha, Bhumi-Amalaka,

Laghu-Shikhar, Urushringa, Skandha, Griva, Amalasaraka,

Chandrika, Kalasha, and Shukanasa. Each component must be

crafted to match the original Nagara/Dravidian style and scale,

118 1 CUM 44,088.00 Forty Four Thousand Eighty Eight Rupees Only

ensuring structural interlocking and vertical alignment. The

scope includes the creation of precise templates (farama),

specialized carving by master shilpis, and secure hoisting using

heavy-duty lifting gear for high-altitude fixing (up to peak level),

complete with all leads and lifts in all respect

DOCUMENTATION & SIGNAGES

Providing a comprehensive Architectural Documentation and

Detailed Engineering Design (DED) service for heritage

restoration. The agency shall conduct a complete pre-work

architectural survey, including measured drawings of existing

conditions. Based on the Conceptual Drawings provided by the

Architect, the agency is responsible for developing 'Good-for-

Construction' (GFC) drawings, ensuring any missing details are JOB

119 1 39,675.00 Thirty Nine Thousand Six Hundred Seventy Five Rupees Only

meticulously recreated in the original ancient architectural style. WORK

Execution shall only commence after formal approval of these

detailed designs by the Architect and the Department. The scope

also includes periodic surveys at various stages of work to

ensure structural and aesthetic compliance

Providing comprehensive High-Resolution Photographic

Documentation of the monument at all project phases: pre-

restoration (baseline), during execution (stage-wise), and post-

completion (as-built). The documentation shall capture

structural details, material conditions, and craftsmanship using JOB

120 professional-grade equipment. All work must be carried out in 1 20,125.00 Twenty Thousand One Hundred Twenty Five Rupees Only

strict accordance with the protocols established by the Architect

and Engineer-in-charge. The agency shall maintain a systematic

digital and physical archive of all progress photographs,

including captions and timestamps, for heritage records.

Sign Board per square Meter :-Providing and fixing sign boards

made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as as

per the design given by engineer in charge 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 may be fabricated either from suitable size iron angle of Seven Thousand Five Hundred Thirty Nine Rupees and Ninety

Eight Paise Only

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

Providing and fixing Indian Teak Wood work in frames of doors,

windows, clerestory windows, and other similar structural works

for the monument. The work includes providing wood that is

wrought, framed, and fixed in the required position. All wooden

members must be treated with at least two coats of oil-based

122 wood preservative (preservative treatment) before fixing. The 1 604.19 Six Hundred Four Rupees and Nineteen Paise Only

item specifically includes the heavy framing required for the Fort

Door of the monument, ensuring traditional joinery (Mortise

and Tenon) and structural stability as per the heritage standards

Providing and fixing Indian Teak Wood / Sal Wood (as specified)

in structural framework for Wooden Ceiling of the monument.

This includes wood work in Trusses, Purlins, Rafters, Posts, Post

Plates, Wall Plates, and other similar structural members. The

work involves providing wood that is wrought (planed to a

smooth finish), framed with traditional joinery, hoisted to the One Thousand Three Hundred Seventy Three Rupees and

required height, and fixed in position using heavy-duty bolts, MS Eighty Six Paise Only

straps, or traditional wooden pins as per the heritage design.

The item also includes applying two coats of oil-based wood

preservative to all surfaces before fixing to ensure durability

against termites and weather.

Providing and fixing Indian Teak Wood work in the framework of

false ceilings, partitions, and other similar interior structures of

the monument. This includes the supply of Teak wood that is

sawn to the required sizes, accurately planed, and put up in

position to form a rigid grid or frame. The work involves

124 providing all necessary joinery, MS hangers, or brackets required 1 Cudm 658.74 Six Hundred Fifty Eight Rupees and Seventy Four Paise Only

for fixing. All wooden surfaces must be treated with at least two

coats of oil-based wood preservative to prevent decay and

insect infestation. The framework must be perfectly leveled and

aligned as per the architectural heritage drawings.

Providing and fixing Fully Panelled shutters for doors, windows,

and clerestory windows of the monument, using Indian Teak

Wood. The shutters shall be constructed with high-quality Indian

Teak Wood (sawn and wrought), ensuring traditional joinery for

durability. The work includes providing and fixing anodized

aluminum butt hinges of required size and quantity, secured

with necessary high-quality screws. The item covers all

125 1 Cudm 4060.46 Four Thousand Sixty Rupees and Forty Six Paise Only

processes from fabrication to final installation in the frames. All

wooden surfaces must be treated with at least two coats of oil-

based wood preservative (as per heritage conservation

standards) before fixing. The design and finish must strictly

adhere to the historical architectural style of the monument's

Applying general insecticide pest control treatment to floors,

cupboards etc including labour materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

127 concentration by mass) is 1 85.38 Eighty Five Rupees and Thirty Eight Paise Only

recommended 10.5ml chemical diluted with 5 liters of water

application 0.5 litre chemical /Sqm of surface is recommended

Varnishing two coats (excluding priming coat) on wood and

wood based surface under coating with flatting varnish and

128 finished coat with varnish to give an even surface including 1 56.57 Fifty Six Rupees and Fifty Seven Paise Only

cleaning the surface of all dirt, dust and sand papering so as to

produce a smooth dry surface.

Polishing with french polish on wood and

wood based surface to give an even surface

129 1 135.11 One Hundred Thirty Five Rupees and Eleven Paise Only

including cleaning, the surface of all dirt, dust and sand papering

smooth and including a coat of wood filler.

Appliying wax polish on wood and wood

surface with bees wax polish in proportion of 2:1.5:1:0.5 (2-Bees

130 wax : 1.5 Linseed oil : 1- Turpentine even surface including 1 64.64 Sixty Four Rupees and Sixty Four Paise Only

cleaning the surface of all dirt dust and sand papered smooth.

Providing and fixing M.S. Structural Steel work for fabrication at

the State Protected Monument as per Architect's drawings. The

work includes supplying, hoisting, and fixing sections like M.S.

Beams (M683), Angles, Channels, Tees, Flats, and Gusset Plates.

131 All steel surfaces must be cleaned and finished with a rust- 1 9018.3 Nine Thousand Eighteen Rupees and Thirty Paise Only

preventive coat. Rate is inclusive of all materials, welding,

specialized labour, scaffolding, and hoisting machinery

(winch/crane) at any height.

Scientific excavation over areas (exceeding 30 cm in depth,

1.50m in width as well as 10 sqm on plan) upto 2.0m depth

around heritage structure without damaging the burried

architectural part of the building including screening collecting

132 and depositing the usable objects/ articles at the 1 cum 1383.00 One Thousand Three Hundred Eighty Three Rupees Only

specified place including getting out the excavated soil and

disposal of the source in the authorised dumping ground as per

direction of the Conservation Architect / Engineer-in-charge.

I/We am/are willing to carry out the work at % above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of

my /our tender works out as

*Estimated Amount *Estimated Amount

Put On Tender Rs. 5,00,00,000.00 Put On Tender Rs.

Deduct………. % Below Rs. ………………………………. Add ……….. % Above Rs. …………………………..

(* Please strike out whichever is not applicable.)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note-2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

Note-3 Rates quoted include clearance of site (prior commencement of work and at its close)in all respects and hold good for work under all conditions, site, moisture,

Note-4 To be continued on additional sheets, if found necessary.

Signature of Contractor with Seal Signature of Contracting Authority with Seal