Conservation, Restoration, and Structural Retrofitting of Shiva temple, Village Kera, Kutch, Gujarat

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

SECTION A: EARTH WORK

Excavation for foundation upto 1.5 m depth including sorting out

Two Hundred Ten

and stacking of useful materials and disposing off the excavated

1.0 210.42 Rupees and Forty Two cum 114.75

stuff upto 50 Meter lead.(A) Loose or soft soil. (Note : For Plinth

Paisa Only

Protection)

Add extra for Disposing off the excavated stuff of above items for

Thirty Four Rupees and

2.0 lead of (B) 100 m to 200 m 34.56 cum 91.80

Fifty Six Paisa Only

Filling available excavated earth (excluding rock) in trenches.

One Hundred Thirty

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

3.0 135.56 Five Rupees and Fifty cum 30.60

depth consolidating each disposited layer by ramming and

Six Paisa Only

Providing and excavating trial pits manually for exposing

foundations and sub soil conditions, including shoring, dewatering

(if required) and Archaeological excavation over areas (till the level

where any remains are found) around heritage structure without

damaging the buried architectural part of the building including

One Thousand Three

screening, collecting and depositing the usable objects/ articles at

4.0 1,328.00 Hundred Twenty Eight cum 72.00

the specified place including backfilling of remaining excavated

Rupees Only

soil, compaction and restoration of surface complete and disposal

of the source in the authorised dumping ground if required as per

direction of the Archaeological Engineer.

Technical/scientific clearance to be done manually by way of

carefully clearing debris and earth inside the heritage structure as

per the drawing. It also includes to avoid any damage to the

heritage structure or structure underneath, without causing any

One Thousand Seven

vibrations and jerks to the superstructure. It also includes duly

Hundred Twelve

5.0 constructing centring, struting & form work to avoid any untoward 1,712.75 cum 160.20

Rupees and Seventy

incident and getting out the excavated material manual lead

Five Paisa Only

approx. 50 mtr away from site.

Note: Item is to be considered only if advised by conservation

architect or archaeological engineer.

Subtotal of Section A

Rounding off - Total of Section A ₹4,01,465.00

SECTION B: DOCUMENTATION

SORTING, DOCUMENTATION OF ARCHITECTURAL MEMBERS AND

REFIXING : Clearance of Architectural stone elements and loose

stone pieces from within the site extents without damaging the

existing structures on site including sorting, lifting,

numbering/temporary marking, documentation and safely

Nine Hundred Two

6 stacking of all the intact parts at proper place for reuse at the time 902.00 cum 483.00

Rupees Only

of restoration work as per direction of Archaeological Engineer/

Conservation architect/ Engineer-in-charge including disposal of

debris to nearest Municipal dumping ground.

Extra for numbering, lifting and stacking the antiquities in stores

Eight Hundred Sixty

7.0 up lead of 50m as directed by Conservation Architect/ 860.00 cum 70.00

Rupees Only

Archaeological Engineer.

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

Comprehensive Photographic Documentation of Site and including

systematic photographic recording of the site, architectural

elements, artefacts, dismantling, conservation interventions,

cataloguing activities, storage arrangements, sorting process, and

reinstallation works. The scope shall cover during-conservation,

and post-conservation stages, with periodic site visits as required

during the execution period. The photographer shall use

professional DSLR/Mirrorless equipment with appropriate lenses

and lighting accessories to capture high-resolution images suitable

for conservation records, technical reports, and archival purposes.

Fifty Eight Thousand

The work shall include image sorting, metadata tagging, indexing,

8.0 58,075.00 Seventy Five Rupees Job 2.00

cataloguing, date-wise organization, digital archiving, and

submission of edited photographs in both RAW and high-

resolution JPEG/TIFF formats. Complete photographic

documentation shall be submitted in organized digital folders

along with a photographic register/caption sheet indicating

location, subject, date, and description of each image. All

photographs and associated copyrights for project documentation

purposes shall remain with the Client. Complete Job on Lump Sum

Providing services of Draughtsman for Documentation and

Cataloguing of Archaeological Material including preparation of

measured sketches, recording of dimensions, preparation of

cataloguing sheets, numbering and identification of architectural

fragments, preparation of CAD drawings, digital documentation, Twenty Nine Thousand

9.0 29,038.00 per month 6.00

sorting records, inventory schedules, and compilation of Thirty Eight Rupees Only

documentation before and after conservation works complete as

directed by the Engineer-in-Charge/Conservation Architect.

Subtotal of Section B

Rounding off - Total of Section B ₹7,86,244.00

SECTION C : STONE WORK AND STRUCTURAL RETROFITTING

Uncoursed Rubble Masonry with hard stone of approved quality in Two Thousand Four

foundations and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5-coarse Hundred Seven Rupees

sand including levelling up etc. complete and Forty Three Paisa

Consolidation of stone work in plain ashlar masonry in

superstructure upto 18 m of height in lime mortar 1:2:1/4 (1 lime:

2 coarse sand: 1/4 surkhi) including dismantling loose masonry,

cleaning of reusable stone, masonry work, pointing with lime Twenty Seven

11.0 mortar all complete (wherever required) : One face dressed 27,201.00 Thousand Two Hundred cum 75.31

Sandstone (stones properties matching the existing as on site) One Rupees Only

and considering 80% reusable stone to be done as per the

directions of Conservation Architect.

Consolidation of stone work in plain ashlar masonry in

superstructure upto 18 m of height in lime mortar 1:2:1/4 (1 lime:

2 coarse sand: 1/4 surkhi) including dismantling loose masonry,

cleaning of reusable stone, masonry work, pointing with lime Forty Four Thousand

12.0 mortar all complete (wherever required) : Both face dressed 44,823.00 Eight Hundred Twenty cum 101.28

Sandstone (stones properties matching the existing as on site) and Three Rupees Only

considering 80% reusable stone to be done as per the directions of

Conservation Architect.

Stone work in plain ashlar masonry in superstructure upto 18 m of

height in lime mortar 1:2:1/4 (1 lime: 2 coarse sand: 1/4 surkhi)

Fifty Eight Thousand

including pointing with lime mortar and an admixture of pigment

One Hundred Five

13.0 matching the stoneshade (wherever required)One face dressed - 58,105.26 cum 37.66

Rupees and Twenty Six

Sandstone (stones properties matching the existing as on site).

Paisa Only

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

Stone work in plain ashlar masonry in superstructure upto 18 m of

height in lime mortar 1:2:1/4 (1 lime: 2 coarse sand: 1/4 surkhi)

including pointing with lime mortar and an admixture of pigment Seventy One Thousand

14.0 matching the stoneshade(wherever required): Both face dressed - 71,700.16 Seven Hundred Rupees cum 50.04

Sandstone (stones properties matching the existing as on site). and Sixteen Paisa Only

Underpinning stonework in lime mortar with stone course of the

historic structure in traditional stone masonry with same stone for

substructure by joining old stonework with new stonework by Fifty Seven Thousand

making grooves 5 cm deep in alternate course of old stonework, Two Hundred Twenty

including inserting pinning stones, filling of joints and grouting Five Rupees and Forty

with hydraulic grout mix, all work complete as per the directions Three Paisa Only

of Engineer-in-charge

Stitching of structural cracks present in stone masonry by opening

the cracks and replacing the fractured stone using matching stone

& traditional lime mortar prepared as per the directions of Sixty Eight Thousand

Conservation Architect after cleaning and washing the cracks. All Eight Hundred Forty

work complete including cost of all leads, lifting of materials, Rupees and Forty Three

labour, machinery, curing and cleaning the site as per the Paisa Only

directions of Engineer-in-charge

Removing/ dismembering of disturbed 'Architectural and

Structural block' (stone blocks) of 'Shikhara' without damaging the

parts by mechanical/manual system carefully with proper marking

One Thousand Eight

and complete documentation including all scaffolding and

17.0 1,857.00 Hundred Fifty Seven sqm 170.02

shuttering work, stacking the useful architectural parts in proper

Rupees Only

sequence at proper place as per direction of Engineer incharge (for

all lead and lift.)

Refixing of 'Architectural and Structural block' (stone blocks) of

'Shikhara' without damaging the parts by mechanical/ manual One Thousand Nine

18.0 system with proper sequence, including all scaffolding and 1,960.00 Hundred Sixty Rupees sqm 136.02

shuttering work as per direction of Engineer incharge. Only

Providing and fixing locally available Sandstone blocks, make

shape as per original (as per site and architectural profile)

including chiselling out bit by bit old decayed stone without

disturbing to the adjoining stone and including supply of all

Fifty Seven Thousand

19.0 materials T&P etc. required for proper completion of work. All the 57,019.00 cum 165.38

Nineteen Rupees Only

new stones should be time stamped/engraved (as per the year of

execution works) in order to distinguish between old and new

Refixing of out of plumb sandstone columns including propping,

shoring of existing column and supporting beam and roof,

realigning in position by removing the existing column, providing

Five Thousand Four

levelling course at the base, refixing member in position and

20.0 5,407.40 Hundred Seven Rupees each 12.00

removal of propping after the assembly is set. The work should be

and Forty Paisa Only

carefully done under the supervision of the Archaeological

Engineer, Structural Engineer and Conservation Architect.

Providing and fixing locally available sand stone columnswith

bracket and make shape as per original (as per site and

architectural profile) including chiseling out bit by bit old decayed

Fifty Two Thousand

stone without disturbing to the adjoining stone and including

One Hundred Sixty Six

21.0 supply of all required materials labour T&P etc. required for 52,166.95 cum 13.68

Rupees and Ninety Five

proper completion of work. All the new stones should be time

Paisa Only

stamped/ingraved (as per the year of execution works) in order to

distinguish between old and new stones.

Providing and fixing sand stone drains of size as found on site,

make shape as per original (as per site and architectural profile)

including chiselling out bit by bit old decayed stone without

Fifty Three Thousand

disturbing to the adjoining stone and including supply of all

Four Hundred Seventy

22.0 materials T&P etc. required for proper completion of work. All the 53,474.49 cum 9.72

Four Rupees and Forty

new stones should be time stamped/ingraved (as per the year of

Nine Paisa Only

execution works) in order to distinguish between old and new

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

Providing and fixing stone dowels 10x5x2.50 cm cut to double

wedge shape as per design in lime mortar 1:1:1 (1 lime : 1 surkhi : One Hundred Twenty

1 coarse sand), including making the necessary chases. Nine Rupees Only

Providing and fixing 304 grade stainless steel 10 cm long 8mm

diameter pins for securing adjacent stones including making the One Hundred Twenty

necessary chases and good the same as per direction of Engineer- Three Rupees Only

in-charge.

Providing and fixing copper pins 7.5 cm long 6 mm diameter for

Thirty Three Rupees

25.0 securing adjacent stones in stone wall lining in lime mortar, 33.00 each 340.00

including making the necessary chases.

Providing and fixing stainless steel cramps of required size and

Five Hundred Eighty

shape for anchoring stone or securing adjacent stones in stone

Two Rupees and

26.0 wall lining in lime mortar , including making the necessary chases 582.23 Kg 50.00

Twenty Three Paisa

in stone and holes in wallswherever required.

Stone work, plain (regular cross section with simple

chamfering/recessing or molding) in copings upto 75 mm thick in

Sixty Three Thousand

lime mortar1:2:1/4 (1 lime: 2 coarse sand: 1/4 surkhi), including

27.0 63,407.00 Four Hundred Seven cum 5.06

pointing with lime mortar lime mortar 1:2:1/4 (1 lime: 2 coarse

Rupees Only

sand: 1/4 surkhi) with an admixture of pigment matching the

stone shade.

Providing and fixing of high tensile 304 grade reinforcement

helical bars of 6mm dia, single bar in one slot, MOC Austenitic

stainless steel, ASTM 304, cross section area of 8sqmm, pitch

29/30, with ultimate tensile strength not less than 9.80 kN, shear

strength 5.5kN, along with special Grout provided by

manufacturer, a special cementitious grout with low expansion,

non gassing and injectable with exceptional non shrink thixotropic

properties having compressive strength at 28 days of not less than

45 N/sqmm.Including chasing of slot in mortar bed upto a depth Four Thousand Four

28.0 of 40mm for helical bars, cleaning the dust and debris from the 4,461.00 Hundred Sixty One m 150.00

slot, making damp with water to achieve good bonding of helical Rupees Only

bar with grout in the groove of brick/ stone masonry ensuring that

it remains tight at the joint after curing, including all tools, tackles

and equipments using specified machines, excluding Staging &

Scaffolding, at various places where there is crack in

brick/stone/block masonry as per the spacing specificed by

structural engineer in charge.

Providing and fixing of high tensile 316 grade reinforcement

helical solid bars of 8 mm dia having helical cross section, MOC

Austenitic stainless steel, with ultimate tensile strength not less

than 1370 N/sqmm, along with special cementitious Grout with

low expansion and injectable with non shrink thixotropic

properties of compressive strength of grout at 28 days of not less

than 45 N/sqmm (special grout shall be used as recommended by

manufacturer of helical bars, including cost of grout and labour)

including cutting chases of required size in existing mortar

bed/joints of masonary upto a depth of 40mm for helical bars, Five Thousand Four

29.0 cleaning the dust and debris from chase, making damp with water 5,489.00 Hundred Eighty Nine m 20.00

to achieve good bonding of helical bar with grout in the groove of Rupees Only

brick/ stone masonry ensuring that it remains tight at the joint

after curing with single bar in one slot, including all tools and

equipments, machinery (but excluding Staging & Scaffolding), at

various places to arrest cracks in brick/stone/block/concrete

masonry at required spacing as decided complete as per direction

of Engineer-in-Charge.

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

Providing and fixing 316 grade stainless steel tie rods of 12 mm dia

solid with stainless steel fork ends having cadmium coating of

matching shade of existing tie rods in the building including

making threads on each end as per required length and depth and

placing & anchoring the same in core drilled holes in the existing

stone / brick /concrete masonry as directed by Engineer-in-charge

Six Hundred Ninety

30.0 and anchored into the masonry on both sides with approved grout 698.00 m 20.00

Eight Rupees Only

in arches, vaults, abutments and other similar locations with SS

plates of required thickness and washers of SS 304 grade including

screwing, bolting and tightening in position all complete including

all equipment and labour required for completion of work.

Providing and fixing of high tensile reinforcement helical pins /

Ties of 10mm dia. and specified length into a predrilled hole of not

more than 8mm dia. MOC Austenitic stainless steel, with ultimate

tensile strength not less than 1750 N/sqmm along with

specialised grout provided by manufacturer, a special

cementitious grout with low expansion and injectable with non

shrink thixotropic properties having compressive strength at

days of minimum 45N/sqmm and specified length along with

Seven Thousand Fifty

31.0 grout. Including drilling of holes for Ties upto 15 mm more than 7,054.00 m 50.00

Four Rupees Only

the specified depth, cleaning the dust and debris from the hole

and making damp with water ensuring to achieve good bonding of

Tie with grouting in the holes of masonry ensuring that it remains

tight after curing, at locations as per directions of Engineer in

charge including all tools and equipments using specified

machines, excluding Staging & Scaffolding.

Providing and grouting pre-packed ready to use grout made up of

natural hydraulic lime with the addition of natural pozzolona filler,

specially designed for use in restoration of old brick/stone

masonry. The grout material shall have low (less than 1.5%) water

soluble salt content, Elastic modulus not less than 5 Gpa and

minimum compressive strength of 18 N/sqmm at 28 days. Mix the

product by introducing 3/4 of the required water (which is 7-8

litres of 25 kg or as per manufractures specification) into the

mixer. Add continuosly the product and the remaining water until

perfect mixer having a fluid consistency is achived. Inject the same

with gravity or mechanized equipment with pressure minimum 2 Two Hundred Nine

kg/cm2 to 4kg/cm2 as per site conditions by means of injection Rupees Only

technique . The item shall include all cost of materials, machinery

and labour etc. complete in all respect. (The payment shall be

made on the basis of actual weight of approved grout injected into

the cracks /voids excluding wastage. In case of honeycombed

area, each grout hole shall be grouted individually. the item

includes all cost of materials, machinery and labour etc. complete

in all respect as per the direction of Engineer -In - charge

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

Providing & fixing mechanical grouted sock anchor system of

approved make comprising of grade 304 high strength 16 mm dia

stainless steel ribbed bar/stud with threaded ends having 0.2%

Proof Load of 450 N/mm² for bonding stone/brick

masonry/concrete including drilling upto 36 mm dia and depth

mm more than the required length of the anchor encased with a

specially designed sock allowing itself to inflate when the grout is

pressure filled untill the grout bleeds out of the sock micromesh so

as that the sock balloons itself into the voids around the drilled

hole, thus creating a chemically grouted mechanical anchor. The

Twenty Two Thousand

grout should be specially formulated cementitious Portland

33.0 22,824.00 Eight Hundred Twenty m 5.00

cement mix having minimum compressive strength of 65 N/mm²

Four Rupees Only

at 28 Days. Grouting should be done with a pressure pot by

maintaining 3 to 4 bar pressure during the installation/fixing. It

must be ensured that the Sock must inflate to its full capacity into

the pre-drilled holes. All operations are inclusive of all inputs but

excluding staging & scaffolding complete as per direction of

Engineer-in-Charge. Note: The length of anchor shall be as per

structural engineer/as dicided by Engineer-in-Charge.

Providing and fixing sloping chajja of stone as measured on site

with required thickness and profile matching the existing chajja

including fixing of existing nearby chajja along the slope with lime

Thirty One Thousand

mortar 1:2:1/4 (1 lime : 2coarse sand: 1/4 surkhi) with 12 mm

34.0 31,749.00 Seven Hundred Forty Cum 2.21

diameter anchoring steel bar, 45 cm long, fixed in each stone

Nine Rupees Only

including pointing in lime mortar 1:2 (1 lime: 2 stone dust) with an

admixture of pigment matching the stone shade.

Providing and fixing stone jali throughout matching the stone jali

found on site in profile, texture, design, composition and fixing

with required pins, and lime mortar with an admixture of pigment,

Fifty Five Thousand

35.0 matching the stone shade, jali slab with chamfering etc. complete 55,016.00 Cum 1.58

Sixteen Rupees Only

as per approved drawing and design and direction of the

conservation architect and Engineer-in-charge.

Subtotal of Section C

Rounding off - Total of Section C ₹2,84,99,977.00

SECTION D : FLOORING AND PLINTH PROTECTION

Providing and laying in foundation and plinth / under floors lime

Two Thousand Eight

concrete with hand broken stone aggregates 40mm nominal size

Hundred Seventy Five

36.0 and 40% mortar comprising of lime mortar 1:2:1/4 (1 lime: 2 2,875.95 cum 96.55

Rupees and Ninety Five

coarse sand: 1/4 surkhi) and curing complete excluding cost of

Paisa Only

Filling in plinth with sand under floors including watering,

Four Hundred Seventy

ramming, consolidating and dressing complete.

37.0 477.03 Seven Rupees and cum 86.76

Three Paisa Only

Surface dressing of the ground including cleaning of site

vegetation, weeds, shrubs and in equility etc. by using different

Twenty Nine Rupees

38.0 means, techniques etc. that suits the most upto the depth of 15cm 29.00 sqm 1375.00

including malba removal and disposal upto a lead of 50m.

Removing/ dismembering of disturbed stone 'Flooring' carefully

with proper marking and complete documentation carefully and One Thousand Six

39.0 stacking useful slab at proper place as per direction of 1,637.00 Hundred Thirty Seven sqm 671.88

Archaeological Engineer/ Engineer Incharge in proper sequence. Rupees Only

Refixing of existing stacked stone block (reuseable) and fixing over

50mm thick base of grinded lime surkhi/ sand mortar 1:2 and

jointed with lime cream and stone powder 1:1 complete in all

One Thousand Five

respect with all lead and lift. To be done as per the directions of

40.0 1,535.00 Hundred Thirty Five sqm 268.75

Archaeological Engineer and Conservation Architect. Note : All the

Rupees Only

stones are to be fixed in place following the documentation and

numbering sequence.

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

Providing and fixing sandstone Dhrangadra Sandstone flooring

matching the size and properties of existing flooring over 20mm

(average) thick base of lime mortar 1:2:1/4 (1 lime: 2 coarse sand:

Four Thousand Five

1/4 surkhi), including pointing with lime mortar 1:2:1/4 (1 lime:

41.0 4,581.00 Hundred Eighty One sqm 421.63

coarse sand: 1/4 surkhi). All the new stones should be time

Rupees Only

stamped/ingraved (as per the year of execution works) in order to

distinguish between old and new stones.

Subtotal of Section D

Rounding off - Total of Section D ₹38,02,836.00

SECTION E : FINISHING WORK

Raking out joints of stone masonry surface to the required width

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

means, including preparing and cleaning the surface for re- Fifty Nine Rupees and

pointing/ refilling of joints, including disposal of rubbish to the Forty One Paisa Only

dumping ground within 50 metres lead.

Pointing of raked out joints of Ashlar masonry by using lime

Four Hundred Fourteen

43.0 mortar lime mortar 1:2:1/4 (1 lime: 2 coarse sand: 1/4 surkhi). 414.00 sqm 376.56

Rupees Only

Pointing to be done till the depth of 25-50mm.

Cleaning of sandstone surface by supplying and cleaning with bio-

degradable, non toxic, non hazardous, fast acting cleaner against

algae (Guard Wash Express - Product code 1415 - or equivalent). Two Hundred Forty

The surface of the stone should not be damaged/discoloured Three Rupees Only

during application of the cleaning materials.

Removal of algae deposits, dirt, blackening , dust, bird dropping,

grease, oil, algae, fungus, monkey beats, vegetable growth etc.

with High Performing Nonionic Surfactant of with water by

providing, applying and washing/cleaning the surface with non

ionic soap solution and other cleaning agent as approved by

Engineer-in-charge, of approved brand and manufacturer,with

the help of required scrubbers. Nonionic sulfur based

polyoxyethylene surfactant can be diluted with water. A typical

dilution range is between 1 and 5% by volume.The soap solution

should be mild & recommended ph. value is 7 and procedure shall

be done without causing any scratching/ damage to the surface One Hundred Twenty

and finally washing the surface with clean water complete in all Four Rupees Only

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 Engineer-

in-charge. Note:The rate is inclusive of all materials & labours

involved except scaffolding. Soft brushes and scotch brite should

be used for cleaning surfaces all complete as per direction of

Engineer-in-Charge. The procedure of cleaning shall be approved

by Engineer In charge and heritage consultant before taking up the

work. (The rate is inclusive of all materials & labours involved

except scaffolding).

Impregnation and protection of sandstone surface by application

of solvent based, non film forming and biodegradabe deeply

consolidating sealer (Gu Hardener WO - Product code 7204 - or

equivalent) based on ethyl silicate and fluoropolymer technology.

The product should be water, oil and stain repellent with anti dirt

property and shall protect against weather, humidity, frost, high

temperature, UV radiation. The product should be breathable and

Three Hundred Rupees

46.0 treated material should remain permeable to air and water 300.00 sqm 560.38

vapour. It should not change the appearance of the material

surface. It should durably protect against degradation and

applicable for consolidating inorganic, porous, poorly cohesive

materials and for restoring old monuments in natural stone.

Subtotal of Section E

Rounding off - Total of Section E ₹5,63,239.00

SECTION F : FORM WORK AND SCAFFOLDING

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

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 40 mm 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 serviceable condition

for execution of work of cleaning and/ or pointing and/ or applying Two Hundred Seventy

47.0 chemical and removing it thereafter. The scaffolding system shall 277.37 Seven Rupees and sqm 786.00

be stiffened with bracings, runners, connecting with the building Thirty Seven Paisa Only

etc, wherever required, 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-

Note:- (1) The elevational area of the scaffolding shall be measured for

payment purpose. (2) The payment will be made once only for execution of all

items for such works.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

Two Hundred Forty

ceiling not exceeding 4 M. and removal of the same for in situ

47.0 244.76 Four Rupees and sqm 549.25

reinforced concrete and plain concrete work in. (C) Vertical surface

Seventy Six Paisa Only

such as walls (any thickness) partitions and the like including

attached buttresses & string course & the like.

Providing and fixing scaffolding net of required width made of high

density Polyethylene UV stabilized knitted on warp knitting

machines having density 100 gram / sqm and shading coefficient

minimum 75% around the construction site/ for vertical extension

as per requirement including fastening/tying with building/

Twenty Three Rupees

scaffolding pipes or with any other fixtures etc. complete as per

48.0 23.99 and Ninety Nine Paisa sqm 1,827.00

direction of Engineer-in-Charge. (One time payment shall be made

for providing Scaffolding net from start of work till completion of

work including shifting if any. The Scaffolding net shall be the

property of the contractor on completion of the work).

Propping and supporting the structural roof, leaned walls, and

other structural components with tubular steel props of 4 MT

capacity and up to 3 metre height (adjustable as required) to using One Thousand Eight

49.0 pipes, channels, bracings, runners, etc. to relieve the structural 1,872.00 Hundred Seventy Two sqm 592.38

member of the required load coming over it as per the pattern Rupees Only

given by the contractor and approved by Engineer-in-charge

Subtotal of Section F

Rounding off - Total of Section F ₹15,05,207.00

SECTION G : SITE CLEARANCE AND DISMANTLING WORK

Clearing and grubbing road land including uprooting rank

Eighty Three Thousand

vegetation grass bushes, shrubs, sapling and trees girth up to

Four Hundred Twenty

mm removal of stumps of trees cut earlier and disposal of

50.0 83,421.77 One Rupees and hectare 0.14

unserviceable materials(A) By manual means in area of light jungle.

Seventy Seven Paisa

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

De-vegetation of small plants, bushes and rank vegetation from

masonry/structures including including suitable chemical

One Hundred Forty

treatment to roots to avoid further growth including disposal of

51.0 140.54 Rupees and Fifty Four sqm 740.48

rubbish to nearest Municipal dumping ground. Lead as per

Paisa Only

direction of Engineer incharge.

Demolition and disposal of unserviceable materials with all lead Six Hundred Sixteen

52.0 and lift.(i) cement concrete 616.85 Rupees and Eighty Five cum 23.70

Paisa Only

Demolition of brick work and stone masonry including stacking of

Five Hundred Fifty

serviceable materials and disposal of unserviceable materials with

53.0 557.32 Seven Rupees and cum 103.50

all lead and lift.(ii) In Cement Mortar.

Thirty Two Paisa Only

Dismantling doors, windows, ventilators etc. (wood or steel)

One Hundred Ninety

shutters including chowkhats architraves, holdfasts and other

54.0 190.19 Rupees and Nineteen each 8.00

attachment etc. complete and stacking them within all lead and

Paisa Only

lift.(i) Not exceeding 3 Sq.M. in area.

Demolition including stacking of serviceable materilas and disposal

One Thousand Seventy

of unserviceable materials with all lead and lift. (i) R.C.C. work

55.0 1,071.63 One Rupees and Sixty cum 11.98

Three Paisa Only

Manual removal of algae, lichen, mosses etc. with knife blades,

spatula and stiff bristle or soft wire brushes without damaging the

56.0 substrate under the supervision of Conservator and disposal of 60.00 Sixty Rupees Only sqm 168.11

waste to nearest municipal dumping ground.

Careful removal, hoisting and lowering of debris and collapsed

parts from 5m to 15m using pulley or any other mechanical

means, and sort serviceable material from unserviceable material

and stacking of usable material with disposal of remaining malba

One Thousand One

to nearest approved municipal dumping ground including loading,

Hundred One Rupees

57.0 transporting and unloading. Note: Item to be only used where the 1,101.97 cum 200.00

and Ninety Seven Paisa

material cannot be brought by manual means due to narrow

access or heavy weight. To be done as per the directions of

Archaeological Engineer and Conservation Architect.

Subtotal of Section G

Rounding off - Total of Section G ₹4,32,686.00

SECTION H : SITE ENABLING WORKS

Construction of Temporary Shed for Storing and Sorting of Stone

Providing and padding architectural elements and members with

hay, wherever required, to protect them from damage including Two Hundred Sixty

supply of all materials, labour, tools etc complete as per direction Seven Rupees Only

of Engineer-in-charge.

Hire charges of crane Six Hundred Ninety

59.0 699.15 Nine Rupees and per hour 1,080.00

Fifteen Paisa Only

Subtotal of Section H

Rounding off - Total of Section H ₹8,61,882.00

Description of Item

Sr. no. Rate (In Fig) Rate (In Words) Unit Quantity Amount (INR)

SECTION I : MISCELLANEOUS WORK

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite control

treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As Per One Hundred Twenty

60.0 6131_paret-II Consentration Weight one percent is recommended 123.12 Three Rupees and sqm 936.23

i.e one litre 20 EC chemical emulsion with 19 liter give 1 % Twelve Paisa Only

concrentration inclusive of one litre chemical emulsion appication

at the rate of 5 Litre chemical / Sqm of surface is recommended as

Providing,commissioning, fixing, & installing a finished information

signage in mild steel and sandstone as per the drawings and

details provided by the architect. The dimension of panel to be

approximately 1m x 0.9m along with 2 columns of 2m height with

bottom diameter of 0.2m and middle portion diameter of 0.1m,

with carving depth from 10mm to 50mm varies as per design,

including carving out patterns manually and fine intricate patterns

with CNC cutting made in parts as per design/drawings and as per

requirement of items and measurement from site. Fixing &

installation with necessary stainlesss steel cramps/anchor/fastner Eighty One Thousand

61.0 of required size and shape & making necessary chases in stone 81,595.00 Five Hundred Ninety Each 2.00

and wall/RCC where ever required, pointing in white cement Five Rupees Only

mortar 1:2 (1 cement : 2 marble dust) with an admixture of

pigment matching the stone shade, with necessary scaffolding /

centering etc. and as per requirement of items and measurement

from site including preparation of sketches/drawings, 3D

computer model, miniature sample, transportation & final

finishing all complete on-site. All detailed work are to be done per

the drawings/3D computer model approved by the engineer-in-

charge & consultant architect.

Subtotal of Section I

Rounding off - Total of Section I ₹2,78,459.00

GRAND TOTAL

GRAND TOTAL

In Words: Three Crore Seventy One Lakhs Thirty One Thousand Nine Hundred Ninety Five Only

I/We am /are willing to carry out the work at… % above/below percent (should be written in figures and words) at the estimated

*Estimated Amount : *Estimated Amount :

Put to Tender Rs. 3,71,31,995.00 Put to Tender Rs.

Deduct: ……………% below Rs.………………… Add ………… % above Rs. …………….

Net Rs. ………………………………………….. Total Rs. ………………………………….

In words. ……………………………..…………… In words. ……………………………..……………

*(Please strike out whichever is not applicable)

1 All works shall be carried out as per Public work department handbook and other specifications of division or as directed.

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

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

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

Contractor Contracting Authority

Sign & Seal Sign & Seal