intach schedule of rates for building conservation

INTACH

SCHEDULE OF RATES

FOR

BUILDING CONSERVATION WORKS

ARCHITECTURAL HERITAGE DIVISION

INDIAN NATIONAL TRUST FOR ART AND CULTURAL HERITAGE

71, LODHI ESTATE

NEWDELHI- 110003

PREFACE

1. INTACH Schedule of Rates includes the items required for Restoration and Renovation of

Heritage Buildings with Rate Analysis.

2. Traditional Materials and Traditional techniques are followed for preparation of Rate Analysis

for Restoration Works

3. Modern Materials and Techniques which are compatible with Heritage Buildings are included in

the Schedule of Rates

4. Rate Analysis has been prepared based on method proposed in Rate Analysis of DSR and from

the experiences of INTACH, Contractor and ASI Engineer

5. Try to include all Types of lime works in Mortars, Concrete, Plastering, Stone works, Water

Proofing and Repair works in the items of SOR.

6. Since Traditional Construction Techniques consume more time and materials compare to

Modern Techniques, 20 to 50 % of more quantity is considered for labor and wastage

calculation depends upon the work.

7. The rates are as per prevailing market Rates and DSR 2013 rates

.

Code No Description Unit Rate Rs.

DSR 0002 Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper day 800.00

DSR 0003 Hire charges of Diesel Road Roller - 8 to 10 tonne Day 1,500.00

DSR 0006 Spray machine day 250.00

DSR 0013 Machine for rubbing of floors day 350.00

DSR 0080 Hire and running charges of drill machine up to 400 mm dia day 7,500.00

M Rate Pressure Pump day 1,000.00

M Rate Hand operated mixer/Mechanical mixer day 800.00

DSR 0100 Bandhani day 328.00

DSR 0101 Bhisti day 328.00

DSR 0102 Blacksmith 1st Class day 393.00

DSR 0111 carpenter day 297.00

DSR 0113 Chowkidar day 297.00

DSR 0114 Beldar day 297.00

DSR 0115 Coolie day 297.00

DSR 0123 Mason 1st class day 393.00

DSR 0124 Mason (brick layer) 2nd class day 361.00

DSR 0125 Mason (for plain stone work) 2nd class day 361.00

DSR 0126 Mason (for ornamental stone work) 1 st class day 393.00

DSR 0126 Extra labour for ornamental finish Mason (for ornamental stone work) 1 st class day 393.00

DSR 0127 Driver (for Road Roller, Concrete Mixer Truck etc.) day 393.00

DSR 0128 Mate day 328.00

DSR 0131 Painter day 361.00

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 328.00

DSR 0155 Mason (Average) day 377.00

M Rate Conservator day 1,650.00

M Rate Designer for Arts day 1,000.00

The rates of Machinery are as per DSR 2013 and prevailing market rates

BASIC RATES

0.1 HIRE CHARGES OF PLANTS

The rates of labour are as per DSR 2013 and prevailing market rates

0.2 LABOUR

DSR 0286 Brick Aggregate 50mm Cum 500.00

DSR 0287 Brick Aggregate 40mm Cum 510.00

DSR 0293 Stone Aggregate 40mm Cum 1,000.00

DSR 0295 Stone Aggregate (Single size) : 20 mm nominal size Cum 1,200.00

DSR 0297 Stone Aggregate (Single size) : 20 mm nominal size Cum 1,050.00

DSR 0305 Bamboo Battens 25mm 2.5 M long Score 350.00

DSR 0308 Bhusa Quintal 400.00

DSR 0362 Brick Bats Cum 500.00

DSR 0367 Portland Cement tonne 6,600.00

DSR 0373 Cramp Gun metal 25x6x300 mm Each 80.00

DSR 0771 Kerosene Oil Lit 60.00

DSR 0773 Unslaked lime Quintal 800.00

DSR 0784 Marble dust Cum 1,000.00

DSR 0806Ready mixed pink or grey primer on wood work (hard and soft wood) having VOC

content less than 50 grams/ litrelit 120.00

DSR 0811 Mud (dry) Cum 60.00

DSR 0859 Oil type wood preservative lit 80.00

DSR 0874 Black colour dark shade pigment Kg 55.00

DSR 0875 Red oxide Cum 75.00

DSR 0982 coarse sand zone III Cum 1,120.00

DSR 0983 Fine Sand zone IV Cum 650.00

DSR 1002 Mild steel round bar 12 mm dia and below quintal 4,500.00

DSR 1007 Structural steel such as tees, angles channels and R.S. joists quintal 4,650.00

DSR 1010 Mild Steel Plates Quintal 4,700.00

DSR 1024 Galvanised steel bolts & nuts Exch 12.00

DSR 1189 Second class teak wood in scantling 1cum 66,000.00

DSR 1154 Through and bond stone 100 nos 1,200.00

DSR 1157 Stone for masonry work Cum 700.00

DSR 1159 Sand dust Cum 1,000.00

DSR 1160 Red sand stone block 10cudm 65.00

DSR 1161 White sand stone block 10cudm 70.00

DSR 1163 White sand stone slab 75 mm thick (un-dressed) Sqm 300.00

DSR 1164 Red sand stone slab 40 mm thick (Indressed) Sqm 190.00

DSR 1165 White sand stone slab 40 mm thick (Indressed) Sqm 215.00

DSR 1166 Red sand stone slab 30 mm thick (Indressed) Sqm 130.00

DSR 1168 Kota stone slab 20 mm to 25 mm thick (semi- polished) Sqm 357.00

DSR 1169 Kota stone slab 25mm thick (rough chiseled) Sqm 210.00

DSR 1174 Red sand stone slab 45 mm to 50 mm thick (un-dressed) Sqm 172.00

DSR 1175 White sand stone slab 45 mm to 50 mm thick (un-dressed) Sqm 225.00

DSR 1182 Surkhi Cum 700.00

DSR 1219 wire nails Kg 60.00

DSR 1220 wire mesh Sqm 45.00

DSR 1235 Diesel oil lit 48.63

DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical device m 9.00

DSR 1984 Common burnt clay F.P.S. (non modular) of bricks class designation 10 1000 nos. 4,800.00

DSR 2602 Common burnt clay F.P.S. (non modular) of bricks class designation 7.5 1000 Nos 4,800.00

DSR 2750 8 mm thick Raj Nagar white (mirror polished of all shades) Sqm 500.00

DSR 6001 White marble slab Makrana second quality plain veined 18 mm thick Sqm 2,375.00

0.3 MATERIAL

The rates of Materials and machinery are as per DSR 2013 and prevailing market rates

DSR 6007 Pink marble slab plain 18 mm thick Sqm 750.00

DSR 6010 Udaypur green marble slab plain 18 mm thick Sqm 825.00

DSR 6019 Black Zebra marble slab plain 18 mm thick Sqm 650.00

DSR 7071 White marble Raj Nagar plain 18 mm thick upto 0.50 sqm area Sqm 770.00

DSR 7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos. 12,150.00

DSR 7296 Granite of any colour, 30 mm thick (slab area upto 0.50 sqm) Sqm 2,300.00

DSR 7453Raj nagar plain white marble (table rubbed and polished) 18 mm thick (slab area

more than 0.50 sqm) Sqm 1,100.00

DSR 7850 Agaria White marble slab plain 18 mm thick Sqm 1,430.00

DSR 8666 Stainless steel screws 25 mm x4 mm 100 nos 32.00

DSR 8737 Stainless steel wire guage (Grade-304) aperture 1.4 mm and 0.50 mm dia wire Sqm 830.00

DSR 9999 Sundries L.S 1.70

M Rate Laterite stone Sqm 1,050.00

M Rate Heritage Floor Tile Sqm 2,044.40

M Rate Heritage Skirting Tile Sqm 1,614.00

M Rate Brick aggregate 25mm Cum 500.00

M Rate Brick aggregate 20mm Cum 550.00

M Rate Washing soap Kg 125.00

M Rate Alum Kg 75.00

M Rate Fuel Cost for running the miller lit 60.00

M Rate 5 % crude oil by weight of lime Kg 100.00

M Rate Bonding Agent (Nitobond SBR) Lit 400.00

M Rate Polimer Lit 1,000.00

M Rate Grouting Machine day 1,000.00

M Rate Stone cutter machine day 650.00

M Rate Running cost for upkeep of mortar mill day 800.00

M Rate Tiles average size of 200mmx125mmx6mm 1000 nos 3,000.00

M Rate Bamboo Battens 25mm 3.3 M long No 462.00

M Rate Rope Kg 50.00

M Rate Bricks No 7.00

M Rate Traditional Bricks No 12.00

M Rate Micro sand Kg 5.00

M Rate Burnt Earthern Pot No 12.00

M Rate Bond stone of size 450x200x50 No 150.00

M Rate Non Ionic Soap Lit 150.00

M Rate Lime stone of size 15"x9"x7" No 34.00

DSR 2201 Carriage of bricks L.S 284.39

DSR 2202 Carriage of stone aggregate Cum 106.64

DSR 2203 Carriage of coarse sand zone III Cum 106.64

DSR 2205 Carriage of steels tone 94.80

DSR 2206 Carriage of stone aggregate 40 mm nominal size and above Cum 115.92

DSR 2207 Carriage of brick tiles 1000 Nos 170.63

DSR 2208 Carriage of lime Cum 106.64

DSR 2209 Carriage of cement tonne 94.80

DSR 2215 Carriage of Soling stone & masonry stone Cum 125.47

DSR 2216 Carriage of stone blocks white & red sand stone & kota stone slab tonne 94.80

DSR 2260 Carriage of Brick Aggregates Cum 115.92

DSR 2261 Carriage of fine sand zone IV Cum 106.64

DSR 2264 Carriage of rubbish Cum 106.64

DSR 2266 Carriage of surkhi cum 106.64

DSR 2267 Carriage of sand dust Cum 106.64

DSR 2268 Carriage of marble dust and/or marble chips cum 106.64

DSR 2342 Carriage of Solvent / Diesel. Quintal 10.66

DSR 5.9.9.Centering and shuttering including strutting, propping etc. and removal of form

for Arches, domes, vaults up to 6 m span.Sqm 1,006.65

DSR 3.8 Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Cum 4,347.70

DSR 3.18 Mud Mortar Cum 366.20

DSR 15.1Demolishing lime concrete manually/ by mechanical means and disposal of

material within 50 metres lead as per direction of Engineerin- charge.Cum 281.45

DSR 15.26Demolishing brick tile covering in terracing including stacking of serviceable

material and disposal of unserviceable material within 50 metres lead.Sqm 36.95

DSR 18.78 Making chases up to 7.5x7.5 cm in walls including making good and finishing

with matching surface after housing G.I. pipe etcm 77.65

0.4 CARRIAGE CODES

0.5 DSR ITEMS

S NO Description of Items Unit Rate in Rs

1.1

Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr carefully without damaging the buried architectural parts of the building and collect all the intact parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge. All kinds of soil Cum 434.95

1.2Scientific debris to be done manually using sieve as per the direction of the conservation architect. All antiquities and historic remains to be classified and documentated photographically before numbering and storing them in the office

Cum 594.12

1.3 Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead. Cum 372.27

2.1

Removing of old sulphated lime wash/white or colour wash in multiple applications without causing damage to the surface below. Scrubbing (not by scraping which leaves surfaces scarred and scratched ) with bristle brushes and 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 almost invariably have to be carried out by hand scrubbing and rinsed with clean water on completion. The work should be done under supervision of a trained conservator.

Sqm 451.93

2.2Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants from steel sections using Micro sand with the help of pressure pump

Sqm 293.33

1. SITE CLEARANCE

2. SURFACE CLEANING AND BONDING

INTACH SOR

from steel sections using Micro sand with the help of pressure pump. q

2.3Removal of stains, dirt, blackening and other contaminants from Marble by using the solution of Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH Value is 7.

Sqm 133.15

3.1 Lime Mortar 1:1 ( 1 Slaked lime :1 fine sand) Cum 9,142.953.2 Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand) Cum 8,232.803.3 Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 Coarse sand) Cum 6,806.023.4 Lime mortar 1:1.5:1.5 ( 1 Slaked lime:1.5 surkhi:1.5 Coarse sand) Cum 6,319.533.5 Lime Mortar 1:2 ( 1 Slaked lime: 2 Surkhi) Cum 6,565.113.6 Lime Mortar 1:2:1 ( 1 Slaked lime : 2 Surkhi:1 fine sand) Cum 7,571.583.7 Lime Mortar 1:2 ( 1 Slaked lime: 2 Coarse Sand) Cum 7,005.523.8 Lime Mortar 1:2 ( 1 Slaked lime: 2 Fine sand) Cum 8,256.643.9 Lime Mortar 1:3 ( 1 Slaked lime: 3 Coarse Sand) Cum 7,588.173.10 Lime Mortar 1:1:2 ( 1 Slaked lime: 1Surkhi:2 Coarse Sand) Cum 6,397.703.11 Lime Mortar 1:1:2 ( 1 Slaked lime: 1Surkhi:2 fine Sand) Cum 7,679.303.12 Lime Mortar 1:3 ( 1 Slaked lime: 3 fine Sand) Cum 8,782.53

3.0 LIME MORTAR Preparation of Lime Mortar 1:3 (1 Lime: 3 Sand)

Construct two tanks at ground level. One for slaking of lime and other for storage of slaked lime. Slake the lime in the tank mixing it with water. Water should be sufficiently more and above the lime. Mix and stir with wooden solid pole for three days under the supervision of conservation Architect. Sieve the sand passing through 4.75mm sieve set. Take one part of slaked lime in a container and 3 parts of sieved sand in the same size container Place these materials in a lime mortar miller Grind the mix for a 12 to 15 minutes Remove the mix from the miller and stack it in a storage tank for maturity period of 4 to 5 days.

A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such as salt and oranic matter. The aggregates should be well graded sand typically has grain sizes between 4mm and 0.125mm, with the largest proportion of grains at the mid‐point sieve fractions.

3.13 Lime Mortar 1:2 ( 1 Slaked lime: 2 Marble dust) Cum 6,891.193.14 Kafgi Lime Mortar 3:4: 8( 3 Slaked lime :4 coarse sand: 8 surkhi) Cum 5,904.213.14.1 Khafgi mix with cement 8:1(8 Khafgi: 1cement) Cum 8,517.743.15 Lime Mortar 1:3:6 ( 1 Slaked lime: 3Surkhi:6 Coarse Sand) Cum 5,511.773.16 Mud Mortar 1:3:1 ( 1 Slake Lime : 3 Mortar:1 Coarse sand Sand) Cum 4,989.453.17 Mud Mortar Cum 759.20

4.1Providing and laying lime concrete in footings and bases excluding cost of centring and shuttering

4.1.1With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty :1 surkhi : 1 fine sand

Cum 7,461.59

4.1.2With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty :1 surkhi : 1 coarse sand

Cum 6,569.66

4.1.3With graded brick aggregate 40mm nominal size and 40% mortar comprising of 1 lime putty :1 surkhi : 1 fine sand

Cum 6,309.73

4.2Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and 50% mortar comprising of 1 lime putty : 2 surkhi rammed excluding cost of centring and shuttering

Cum 11,441.03

4.350mm lime concrete flooring laid on existing base afte the damage floor up to 40mm average thickness, with brick aggregate size 25mm and 50% lime mortar 1:2 (1 lime putty: 2 Surkhi) rammed and finished with lime putty complete

Sqm 910.43

4.4Providing and laying lime concrete with graded brick bats nominal size and lime mortar compromising of 1 lime putty 1 Surkhi and 1 coarse sand rammed and finished with gur and belgiri treatment complete

Sqm 841.74

4.5Providing and laying lime concrete with broken brick aggregate of 40mm nominal size and lime mortar compromising of 1 lime putty 1 Surkhi and 1 coarse sand rammed and fi i h d i h d b l i i l

Sqm 1,109.30

4. LIME CONCRETE

finished with gur and belgiri treatment complete

4.6Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1lime putty: 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parpet wall complete

Cum 9,341.38

4.7Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar 1:3:6 (1lime putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri treatment

Cum 8,729.65

4.8Plinth Area Protection using Lime concrete and brick tiles around the building to prevent entry of water by dampness and capilarry rise

sqm 3,352.09

5.1Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion similar to the existing traditional lime mortar 1:1:1 (lime :1 surkhi: 1 finesand)

Cum 38,974.17

5.2Traditional Brick work in plain arches in lime mortar 1:1:1 (1 lime : 1 coarse sand: 1surkhi).

Cum 44,133.67

5.3Traditional Brick work in gauged arches in lime mortar 1:1:1 (1 lime : 1 coarse sand: 1surkhi).

Cum 45,286.82

Traditional Bricks5. BRICK MASONRY

Brick work with bricks of class designation 7.5 in foundation and plinth inLime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)Brick work with bricks of class designation 7.5 in superstructure up to two levelLime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)

5.6 Extra for brick in Square or rectangular pillars Cum 504.50

5.7Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime putty:1 surkhi:1 fine sand)

Cum 1,117.99

5.8Brick work in plain arches including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).

Cum 12,533.71

5.9Brick work in gauged arches including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).

Cum 14,418.27

5.10Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in superstructure in lime mortar 1:3 (1 lime putty : 3 coarse sand).

Cum 14,085.47

5.11Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in plain arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including centering and shuttering complete

Cum 16,129.77

5.12Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in gauged arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including centering and shuttering complete

Cum 16,211.13

5.13Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in lime mortar 1:3 (1 lime : 3 coarse sand)

Sqm 692.89

6 STONE MASONRY

8,809.80

Regular Bricks

9,613.35

5.4

5.5

Cum

Cum

Brick Tile Work

6.1Random rubble masonry with hard stones in foundation and plinth including levelling with lime concete (1 lime:3surkhi:6 coarse sand) with 40mm stone aggregate upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

Cum 6,341.59

6.2Random rubble masonry with hard stones in superstructure including levelling with lime concete (1 lime:3surkhi:6coarse sand) with 40mm stone aggregate upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

Cum 7,135.87

6.3Coursed rubble masonry in first sort with hard stones in foundation and plinth including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1course sand)

Cum 5,688.89

6.4Coursed rubble masonry in second sort with hard stones in foundation and plinth including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1 surkhi:1 fine sand)

Cum 5,386.22

6.5Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto two floor level

6.5.1 Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand) Cum 6,385.56

6.5.2 Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand) Cum 6,093.17

6. STONE MASONRYRandom Rubble Masonry

Coursed Rubble Masonry

6.6Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1 surkhi:1 fine sand) including pointing with lime mortar and an admixture of pigmen matching the stoneshade.

6.6.1 One face dressed6.6.1.1 Red sand stone Cum 30,640.506.6.1.2 White sand stone Cum 31,316.526.6.2 Both face dressed6.6.2.1 Red sand stone Cum 38,786.246.6.2.2 White sand stone Cum 39,102.476.6.2.3 Lime Stone cum 35,456.51

6.7Stone work plain ashlar in arches in super structure in lime mortar 1:3 (1 lime : 3 coarse sand) including centring, shuttering and pointing with lime mortar and an admixture of pigment matching the stone shade

6.7.1 One face dressed6.7.1.1 Red sand stone Cum 35,799.806.7.1.2 White sand stone Cum 36,573.946.7.2 Both face dressed6.7.2.1 Red sand stone Cum 44,043.666.7.2.2 White sand stone Cum 44,817.80

6.8Stone work plain ashlar in domes in lime mortar 1:3 (1 lime : 3 coarse sand) including centring, shuttering and pointing with lime mortar and an admixture of pigment matching the stone shade.

6.8.1 One face dressed6.8.1.1 Red sand stone Cum 47,919.706.8.1.2 White sand stone Cum 48,693.846 8 2 B h f d d

Ashlar Masonry

6.8.2 Both face dressed6.8.2.1 Red sand stone Cum 72,021.296.8.2.2 White sand stone Cum 72,795.43

7.1Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime :1 surkhi:1 coarse sand) laid and jointed , including rubbing and polishing complete with

7.1.1 Makrana white second quality Sqm 3,927.197.1.2 Raj Nagar plain Sqm 1,783.357.1.3 Agaria White Sqm 2,659.587.1.4 Black zebra Sqm 1,623.077.1.5 Udaipur green marble Sqm 1,856.827.1.6 Pink plain marble Sqm 1,756.64

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)

25mm thick

7.3

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Sqm 1,352.09

7.4

Laterite stone flooring with 18 mm thick Laterite stone as per sample of Laterite approved by Engineer‐in‐Charge, over 20 mm (average) thick base of lime mortar 1:4 (1 lime : 4 coarse sand) laid and jointed withlime slurry including rubbing and polishing complete with :

Sqm 2,272.37

7. FLOORING

7.2 Sqm 1,271.69

Stone Flooring

7.540 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand) with joints finished flush.

7.5.1 Red sand stone Sqm 727.167.5.2 White sand stone Sqm 759.10

7.640 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 ( 1lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment to match the shade of stone.

Sqm

7.6.1 Red sand stone 842.427.6.2 White sand stone 874.36

7.740 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime: 1 surkhi:1coarse sand) with joints finished flush.

7.7.1 Red sand stone Sqm 704.457.7.2 White sand stone Sqm 736.39

7.8

40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime :3 coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar

Sqm

7.8.1 Red sand stone 906.137.8.2 White sand stone 938.07

7.9

40mm thick red oxide flooring under layer 0f 30mm thick cement concrete 1:2:4(1cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer of 10mm thick plaster of cement red oxide mix( using 3.5 kg of red oxide of iron per 50 kg of cement) 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion including cement slurry, rounding off egdes, strips, etc but excluding the cost of nosing of steps. complete

Sqm 571.63

strips, etc but excluding the cost of nosing of steps. complete

Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor.18mm thick

7.11Laying lime flooring‐Providing and laying lime concrete(1 lime:3 brick bats) up to 100mm thickness tamping and compacting properly which is follwed by laying of Lime mortar 1:3 up to a thickness of 20mm.Rework on it to get desired smooth surface

Sqm

7.12Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand) with joints finished flush.

Sqm 3,211.69

7.13Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand) with joints finished flush.

Sqm 2,690.71

8.1Providing and laying flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1 lime: 2 fine sand) mixed with 5% crude oil by weight of lime, over 12mm layer of lime mortar 1:2 (1 lime: 2 fine sand)

Sqm 624.91

8. ROOFING

7.10 649.74Sqm

8.2

Removing brick tiles from 50 to 6cm thick lime terrace and relaying an average thickness 7.5cm laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty:2 Surkhi) rammed and finished with gur and belgiri treatment complete and covered with brick tiles of class designation 100 to 50 mm thick red sand stone grouted with lime mortar 1:3(1 Lime: 3 Fine sand) with 5% crude oil by weight of lime over 20mm layer of lime mortar 1:3 (1 lime : 3 fine sand)

Sqm 751.35

8.3Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per approved pattern on bamboo frame work complete

Sqm 1,401.98

8.4Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per approved pattern on Teak wooden frame work complete

Sqm 2,928.94

8.5 Construction of Jack arched roof using Rolled steel joists, fired clay bricks with Kafgi mix Sqm 10,444.98

8.6

Providing Lime stone slab for roofing and laying them in Lime mortar 1:3 over wooden karries or R.C.C. battens or structural steel sections (karries or battens or structural steel sections to be separetely), including pointing the ceiling joints with lime mortar 1:3 complete:

Sqm 915.62

8.7Roofing with pot‐Providing and laying burnt earthen pots over and between lime concrete/mud mortar using pots of max dia 150mm to 200 mm and pack the gaps between pots with Lime Mortar (1:3)

Sqm 1,138.40

9 1 Li l 1 3 (1 Sl k d li 3 C d)Wet the surface. Remove all the dust particles .Apply lime plaster up to required thickness . Rework on the plaster to

Mix lime mortar to the lime water which is to be applied with natutal additives like jaggery, soapnut, bhel fruit, etc

9. FINISHINGPreparation of Lime Plaster

Preparation of surface

9.1 Lime plaster 1:3 (1 Slaked lime : 3 Coarse sand)

9.1.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,019.53

9.1.2 15mm thick‐ single coat Sqm 975.479.1.3 12mm thick‐ single coat Sqm 949.029.2 Lime plaster 1:1:1 (1 lime putty : 1 surkhi: 1 finesand)

9.2.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,032.48

9.2.2 15mm thick‐ single coat Sqm 987.069.2.3 12mm thick‐ single coat Sqm 954.079.3 Lime plaster 1:2:1 (1 lime putty : 2 Coarse sand:1 surkhi)

9.3.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 988.56

9.3.2 15mm thick‐ single coat Sqm 955.869.3.3 12mm thick‐ single coat Sqm 929.119.4 Lime Plaster 1:2 (1 lime : 2 surkhi)

9.4.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 992.92

9.4.2 15mm thick sqm 953.659.4.3 12mm thick Sqm 927.349.5 Lime Plaster 1:2 (1 lime : 2 Coarse Sand) 20mm thick Sqm 1,004.37

9.6Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by grinding to fine paste for smooth finish

sqm 424.67

9.7Preparing and applying of lime mortar plaster 1 Lime:2 fine sand up to a thickness of 3mm over the lime mortar plaster laid.

Sqm 291.33

9.8Plastering of the dome in lime mortar 1:1:1(1 Lime:1 surkhi:1 coarse sand) of 100mm thickness

Sqm 1,163.34

9.9 Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand) Sqm 951.92

9.10Making cornice band with ornamental design as per the conservation Architect's design with lime plaster (1lime:3 finesand)

9.10.1 Size 150mm wide and 50mm average thick M 792.759.10.2 Size 100mm wide and 50mm average thick M 577.419.10.3 Size 50mm wide and 50mm average thick M 573.64

9.11Repairing ornamental plaster works to match with the existing design using lime plaster (1lime putty:1surkhi)

Sqm 3,294.11

9.12Stucco work in lime, surkhi(1:2) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.

Sqm 2,592.02

9.13 Raised and cut lime pointing 1:2 (1 Lime:2 surkhi) 9.13.1 In stonework Sqm 309.339.13.2 In Brickwork Sqm 305.149.14 Recessed lime pointing 1:2 (1 Lime:2 surkhi)9.14.1 In stonework Sqm 207.129.14.2 In Brickwork Sqm 177.449.15 Flush / Ruled/Struck or Weatheredd lime pointing 1:2 (1 Lime:2 surkhi)9.15.1 In stonework 275.419.15.2 In Brickwork 183.459.16 Ruled Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi) Sqm 337.19

9.17Struck or weathered Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi)

Sqm 339.07

9.18Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1 (1Lime:1coarse sand:1Brick jeera)

Sqm 415.90

R i i f k d j i f A hl b i li 1 1 1

Lime Pointing

Ornamental Plaster work

9.19Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1 (1Lime:1coarse sand:1 Surkhi)

Sqm 321.34

10.1

Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone ‐ exposed face fine dressed with rough backing.

10.1.1 70 mm thick Sqm 2,889.9010.1.2 60 mm thick Sqm 2,766.2610.1.3 50 mm thick Sqm 2,584.9010.1.4 40 mm thick Sqm 2,336.9310.1.5 30 mm thick Sqm 2,232.92

10.2 Red sand stone ‐ Exposed face machine cut and table rubbed with rough backing

10.2.1 70 mm thick Sqm 3,883.0510.2.2 60 mm thick Sqm 3,709.9310.2.3 50 mm thick Sqm 3,574.3210.2.4 40 mm thick Sqm 3,379.4810.2.5 30 mm thick Sqm 3,255.7210.3 White sand stone ‐ exposed face fine dressed with rough backing .10.3.1 70 mm thick Sqm 3,125.7110.3.2 60 mm thick Sqm 2,964.5910.3.3 50 mm thick Sqm 2,845.3610.3.4 40 mm thick Sqm 2,691.7210.3.5 30 mm thick Sqm 2,560.22

10. STONE WORKSWall Lining works

10.4 White sand stone ‐ Exposed face machine cut and table rubbed with rough backing

10.4.1 70 mm thick Sqm 3,927.3710.4.2 60 mm thick Sqm 3,782.0410.4.3 50 mm thick Sqm 3,644.6210.4.4 40 mm thick Sqm 3,493.3710.4.5 30 mm thick Sqm 3,361.8710.5 25mm thick Kota stone slabs exposed face dressed and rubbed Sqm 1,601.59

10.6

Wall lining butch work upto 10 m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 20 mm thick bed of lime mortar 1:3 (1 lime : 3 coarse sand) i/c ruled pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer‐incharge

Sqm 1,624.11

10.7

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).

Sqm 3,426.46

10 8

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding over dome (veneer work), backing filled with a grout of average 20 mm thick in lime

t 1 3 (1 li 3 d) i l di i ti ith li t 1 2 (1 li 2 S 4 120 2210.8 mortar 1:3 (1 lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).

Sqm 4,120.22

10.9

Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in lime mortar 1:2 (1lime : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required

Kg 680.16

10.10Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in lime mortar 1:2 (1 lime : 2 coarse sand), including making the necessary chases.

Each 41.34

10.11Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in lime mortar 1:2 (1lime : 2coarse sand), including making the necessary chases.

Each 34.92

10.12Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design

Each 3,433.20

10.13

Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand), including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stone shade

Sqm

10.13.1 Red sand stone With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1,851.51

10.13.2 White sand stone With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1,891.44

Sunshade, Brackets and others

10.14

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar 1:3 (1 lime : 3 coarse sand) including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stone shade

10.14.1 Red Sand stone Sqm 1,187.2010.14.2 White Sand stone Sqm 1,288.39

10.1530 mm red sand stone sun‐shade (chisel‐dressed) supported on red sand stone brackets, fixed in walls with lime mortar 1:3 (1 lime : 3coarse sand), including finishing complete

1,600.93

10.16Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in lime mortar 1:6 (1 lime : 6 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment matching the stone shade

10.16.1 Red Sand stone Cum 49,495.2110.16.2 White Sand stone Cum 50,737.35

10.17Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:3 (1 lime : 3 coarse sand), including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc

10.17.1 Red Sand stone Sqm 14,553.6610.17.2 White Sand stone Sqm 14,668.00

10.18Sandstone flooring as a plinth protection around the building using sand stone of 50mm thick & 1:1:1 lime mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.

10.18.1 Red Sand stone Sqm 824.2010.18.2 White Sand stone Sqm 891.9211 REPAIRS AND RECONSTRUCTION

11.1

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 traditional practice (by hand grinder) in 3 course & loi, tamping, 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)

Sqm 1,354.73

11.2

Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead.

Sqm 427.27

11.3

Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an average thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50% lime mortar 1:2 (lime putty : 2surkhi) rammed and finished with gur and belgiri treatment complete and covered with flat brick tiles of class designation 100 or 50mm thick red sand stone grouted with lime mortar 1:3(1 lime : 3 fine sand) mixed with 5% of crude oil by weight of lime, over 12mm layer of lime mortar 1:3(1lime:2 fine sand)

Sqm 2,071.37

11.4Replacing sand stone slabs in roofing, laid in lime mortar 1:3 (1 lime :34 coarse sand), including necessary repairs and lime pointing with same mortar complete, including disposal of rubbish to dumping ground within 50 metres of lead :

11.4.1 Red/ white sand stone slabs 30 to 50 mm thick Sqm 918.7911.4.2 Granite /Marble stone slabs Sqm 4,076.41

11. REPAIRS AND RECONSTRUCTION

11.5

Providing post dated Damp Proof Course (DPC) by raking out mortar from brickwork atleast 75mm deep from both faces of wall at plinth height. The cavities formed must be cleaned by flushing with clean water. The clean surface with open cavities are next treated with limewater to attempt to consolidate the friable areas. The consolidation treatment is followed by pressure grouting with a line of close‐spaced drilling (average 150mm centres) to be made and silicone solutions in solvent and the siliconate/latex mixture are pumped in under pressure.

M 2,688.87

11.6Stone consolidation‐removing the loose/damaged stone and reconsolidating with new stone/reusable stone with lime mortar(1:3) wherever ncessary

Cum 5,642.86

12.1

Repairing of .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 polymer mixed lime mortar with wooden trowel and fixing grouting nipple from outer side as directed by Architect. Then apply polymer based lime mortar by injection grouting through 5mm diameter nozzle through the pre fix nipple up to total thickness of existing stone wall and 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 directed.

M 71.53

12.2Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints of brick work with hooks/nails etc. complete so as to receiving the plastering work over chicken mesh as per the direction of Engineer‐in‐charge.

sqm 1,162.78

Steel‐rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless

12. TREATMENT OF CRACKS

12.3

Steel rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and aradite mixture in such a way that the entire length of the rod is in complete contact of the stone and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position.

No 191.30

12.4Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing, grooving the brick masonry and inserting the stone lintel. All around the stone, lime mortar should be properly packed .

No 253.79

12.5Propping with steel to support the leaned structure ( roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse

Sqm 981.47

12.6

Providing and placing of anchors in cored holes of predefined lengths, diameters & locations obtained as output from analysis of the simulated model of the bridge using existing material properties and geometrical conditions Coring should be done by use of high speed low vibratory coring machine with diamond core bits. It should impart minimal or no vibration to the structure being strengthened. The coring motor & bit should be capable to core at least upto 3m in straight line.

13.1Dismantling tile work in floors and roofs laid in lime mortar including stacking material within 50 metres lead For thickness of tiles .

13.1.1 For thickness of tiles 10 mm to 25 mm. Sqm 111.70

13.1.2 For thickness of tiles above 25 mm and up to 40 mm. Sqm 140.43

13.DISMANTLING AND DEMOLISHING

Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging the suurface below it. Caution: Workers have to wear helmet,safety belt and safety glovesMethodology: i. Erect scaffolding enabling the safe platform to work ii. Use precise tools like scalpe etc, to remove the plaster iii. Take precaution such that surface below the plaster is not damaged.

13.3Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very slowly and carfully with scooping rods, then washing complete with hand spray pump. Preparing the surface for replastering including disposal of rubbish with 250m lead

Sqm 227.54

13.4

Raking out joints of brick 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‐pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead.

Sqm 213.66

14.1 Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts No 423.82

14.2Reinforcing timber beams with flitch plates that is sandwiched between to increase the sstrenght of beams

m 1,357.90

14.3Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of the beam

m 1,153.51

14.4Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the work needs to completed in similar application and then smoothen and finished as per the Engineer incharge.

Sqm 1,094.48

Removing the present treatment of APP mineral finish given on the terraces and reach the

15. ADDITIONAL ITEMS (WATER PROOFING, SURFACE CONSOLIDATION)

14. WOOD REPAIR WORKS

13.2 Sqm 291.10

15.1Removing the present treatment of APP mineral finish given on the terraces and reach the sound surface below the APP and cleaning the surface to reach the sound surface.

Sqm 120.00

15.2Repairing of the cracks and the junctions at the terraces with Cement & Latex putty, so as to make them water tight and providing the Concave shaped Gola all along the periphery of the terraces.

m 65.00

15.3Providing and applying Single component Coloured acrylic elastomeric coating in two coats of SHALICRYL 215 2nd coat after touch dry of 1st coat as per the manufacturers specification or strictly as per Engineer In‐ Charge.

Sqm 280.00

15.4

Over insulation directly providing and laying specially formulated elastomeric single‐ply 45 mil (1.2 mm) EPDM non‐reinforced (Ethylene, Propylene, Diene Terpolymer) membrane like SURE SEAL non‐reinforced black 45 mil or approved equivalent with minimum Roll width 6 meters. Membrane shall be laid loose. Overlap joint shall be made using SecurTape technology. Membrane shall have minimum of 75mm side and end laps which shall be sealed with highly formulated double sided SECUR TAPE. Membrane shall be able to resist 40mtr. head pressure, with tensile strength of > 11.3 mpa, elongation > 500% and water vapour diffusion of < 24'000 microns, Tear resistance to ASTM D624, Die C dimensional change < ‐0.7%. 100% UV resistance, Ozone resistance according to ASTM D1149, The membrane shall be taken to a height of 300mm of the parapet wall or adjoining wall & fixed with HP fastener and sealed with Sealant and Water cutoff mastic. The membrane shall be covered with the geo‐textile membrane for the protection of EPDM membrane to avoid getting membrane punctured while working further.

Sqm 720.00

15.5Providing and Laying SHALIMAGIC (1:1) on Horizontal surface admixed with water at required dosage as per the manufacturers specification, as directed by Engineer Incharge.

Sqm 105.00

15.6

MEMBRANE APPLICATIONStarting at low point from the roof, unroll the STP LTD. APP membrane SUPER THERMOLAY (4mm ) once the priming coat with SHALITEX PRIMER of STP LTD is dried. Align the roll correctly roll it half in alignment before torching. Avoid shifting of the membrane while torching. Use gas burner to heat substrate and underside to softening points. When the embossing disappears, roll forward and press firmly against substrate to bond from the lower end toward and press firmly against substrate to bond from the lower end towards the higher end. Ensure sufficient bleed on side and end over laps. Once the half of the roll is torched properly to the substrate, unroll the balance roll and repeat the process. An overlap of 75‐ mm shall be maintained for all the continuing sides. Heating shall be done on both the membranes to be overlapped and pressed firmly with the help of round shape trowel. The care shall be taken to leave no gap at any point in the overlapped area. If noticed, reheating shall be done to seal it.

Sqm 430.00

15.7Providing and Laying Of China Mosaic Tiles in white cement on membrane based water proofing as sacrificial layer

Sqm 300.00

15.8Repairing of Grooves and the cracks available on the terrace with POLYMERIC Putty prepared by admixing with Cement mortars / neat cement.

Sqm 100.00

15.9

Providing and laying PCC in panels of 3m X 3m with the Average thickness of 30‐40 mm in the ratio of 1:2:4 admixing the integral waterproofing compound as per IS: 2645 and reinforcing with RECRON 3S fibers so as to attain the proper slope and protection for the EPDM membrane system.

Sqm 405.00

15.10 Filling the PU sealant in the grooves of the panels of PCC laid over the terrace. m 185.00Water proofing for lime terrace deck slab including preparation of the surface : The top

f h ld b l d f ll di l i l & k d I f h l /

15.11

surface should be cleaned of all dirt, loose material & kept dry. In case of pot holes / cracks, the same shall be repaired with E‐3‐HP ( epoxy grouting system ) Shalimer 456 ( Epoxy mortar) or SBR emulsion of Dr Fix.. After repairing the surface a layer of galvanized chicken mesh should be laid and finished with 20 mm thick lime mortar of 1: 2 ( 1 lime : 2 coarse sand ).

Sqm 232.2

15.12

Starting at low point from the roof, unroll the STP Superthermolay 3mm (with polyster) (36 kgs)( 1 Mtr X 10 Mtr) or APP Torchshield ( with polyester ) of Dr. FIX, roll once the priming coat is dried. Align the roll correctly and RE‐ roll it half in alignment befor torching. Avoid shifting of the membrane while torching. Use gas burner to heats substrate and underside to softening points. When the embossing disappears, roll forward and press firmly against substrate to bond from the Lowe end toward and press firmly against substrate to bond from the lower end towards the higher end. Ensure sufficient bleed on side and end over laps. Once the half of the roll is torched properly to the substraste, unroll the balance roll and repeat the process. An overlap of 100‐ mm shall be maintained for all the continuing sides. Heating shall be done on both the membranes to be overlapped and pressed firmly with the help of round shape trowel. The care shall be taken to leave no gap at any point in the overlapped area. If noticed, reheating shall be done to seal it.The places where opening are encountered for rain water down take pipes, the membranes shall be cut open by sharp knife in + sign in the center of an opening. Circular cutting shall not be done. Torching shall be done on the reverse side of these four triangular pieces. Bend all the four pieces inside and tightly pressed against pipe surface. The treatment shall have to terminate at the expansion joint. The curb wall of 4 inches thick shall be constructed on both sides of joint. The height can vary from 300 mm to 500 mm. The curb wall shall be plastered smoothly and corner rounding with polymer‐modified mortar shall be done before membrane applications starts.

Sqm 529.64

15.13

Exposing the first layer of brick wall using 14mm bit with rotary hammer spacing min. 100mm, max. 150mm at an angle of 45degree to reach the centre of the wall. The specialised waterproofing chemical (WACKER 290) to be inserted through drip tanks into these holes for 2‐3 days at a regular liquid flow speed after applying of this DPC liquid one coat of PRO‐TEKA 500 to be applied on the wall surface before plastering

m 650.00

15.14Providing and applying of double coat ethyle silicate (Waker OH 100) with soft non ferous brush on week surfaces of stone for consolidation of the surface. The second coat has to be aplied when the first coat is still wet

Sqm 1500.00

15.15

Bonding Work for plaster repairing surface : Providing and painting with Dr fix MPB a polymer resin such as acrylic copolymers after properly cleaning the surface from imperative (dust and grease free) to be plastered just before plastering so that the mortar must be applied while the bond coat is still 'sticky'. Conservator must be vigilant as in case the bond coat cures / dries, the original surface must be uncovered and the process started again.

Sqm 100.00

1.1

Code Description Unit Quantity Rate in Rs Amount in Rs

Details of cost for 10 cum

DSR 0114 Beldar Day 6.50 297.00 1,930.50

DSR 0115 Coolie day 4.50 297.00 1,336.50

DSR 0101 Bhisti day 0.40 328.00 131.20

DSR 0113 Chowkidar day 0.01 297.00 2.38

Tools and Tackles L.S 25.00 1.70 42.50

DSR 9999 Sundries L.S 2.73 1.70 4.64

Additional for sorting of

serviceable and stacking Material

DSR 0115 Coolie day 1.00 297.00 297.00

3,744.72

37.45

3,782.16

Add CPOH @ 15% 567.32

4,349.49

434.95

1.2

Code Description Unit Quantity Rate Amount


LABOUR

DSR 0114 Beldar Day 0.50 297.00 148.50

DSR 0115 Coolie day 1.00 297.00 297.00

DSR 9999 Sundries L.S 13.83 1.70 23.51

Tools and Tackles L.S 25.00 1.70 42.50

Total 511.51

5.12

Total 516.63

Add CPOH @ 15% 77.49

594.12

1.3



LABOUR

DSR 0114 Beldar Day 0.25 297.00 74.25

DSR 0115 Coolie day 0.75 297.00 222.75

DSR 9999 Sundries L.S 13.83 1.70 23.51

Total 320.51

3.21

Total 323.72

Add CPOH @ 15% 48.56

372.27

Cost of 1 Cum

Cost of 1 Cum

Add water charges 1%

Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead.

1.0 SITE CLEARANCE

Total

Scientific debris to be done manually using sieve as per the direction of the conservation architect.

All antiquities and historic remains to be classified and documentated photographically before

numbering and storing them in the office

LABOUR

Total

Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr

carefully without damaging the buried architectural parts of the building and collect all the intact

parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge.


Cost of 10 Cum


Cost of 1 Cum

2.1


DSR 0771 Fuel for hot water lit 15.00 60.00 900.00

M Rate Conservator day 0.05 1,650.00 82.50

DSR 0124 Mason day 0.75 361.00 270.75

DSR 0114 Beldar day 8.50 297.00 2,524.50

DSR 0128 Mate day 0.06 328.00 19.68

DSR 9999 Sundries LS 55.00 1.70 93.50

Total 3,890.93

38.91

Total 3,929.84

Add CPOH @ 15% 589.48

4,519.32

451.93

2.2


MATERIAL

M Rate Micro Sand Kg 10.00 5.00 50.00

M Rate Pressure Pump Day 0.05 1,000.00 50.00

LABOUR

DSR 0124 Mason day 0.05 361.00 18.05

DSR 0114 Beldar day 0.25 297.00 74.25

DSR 0128 Mate day 0.08 328.00 26.24

DSR 9999 Sundries LS 20.00 1.70 34.00

Total 252.54

2.53

Total 255.07

Add CPOH @ 15% 38.26

293.33

2.3


MATERIAL

M Rate Non Ionic Soap Solution Lit 0.05 150.00 7.50

LABOUR

DSR 0124 Mason day 0.05 361.00 18.05

DSR 0114 Beldar day 0.10 297.00 29.70

DSR 0128 Mate day 0.09 328.00 29.52

DSR 9999 Sundries including consumables LS 15.00 1.70 25.50

Total 110.27

5.51

Total 115.78

Add CPOH @ 15% 17.37

133.15

Details of cost for 10 Sqm

Cost of 1 Sqm


Cost of 10 Sqm

Removing of old sulphated lime wash/white or colour wash in multiple applications without causing

damage to the surface below. Scrubbing (not by scraping which leaves surfaces scarred and

scratched ) with bristle brushes and 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 almost

invariably have to be carried out by hand scrubbing and rinsed with clean water on completion. The

work should be done under supervision of a trained conservator.

2.0 SURFACE CLEANING AND BONDING



Cost of 1 Sqm

Removal of stains, dirt, blackening and other contaminants from Marble by using the solution of

Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH

Value is 7.



Cost of 1 Sqm

Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants from steel

sections using Micro sand with the help of pressure pump.

3.1


Details of cost for 1 cum.

Ref DAR 1972 ( E) Mortars Item No.4 Pg

53

MATERIAL:

(0.475 cum. of lime putty = 3.01 q of

unslaked lime)


unslaked lime) 0775 -DAR 2007

Carriage (1 E- DAR 1972 pg 51 ) carriage

of lime -1 Quintals occupies 0.129 cum

DSR 0773 Un Slaked Lime Quintal 4.51 800.00 3,608.00

DSR 0983 Fine Sand zone(IV) cum 1.07 650.00 695.18

DSR 2261 Carriage of fine sand cum 1.07 115.92 123.98

DSR 2208Carriage of lime. 4.51q=.58 cum

unslaked limecum 0.00 106.64 0.00

LABOUR:

For measuring, carrying, depositing and

mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 3.00 328.00 984.00

M Rate Running cost for upkeep of mortar mill day 1.00 800.00 800.00

M Rate Fuel cost for running the miller Lit 10.00 60.00 600.00

DSR 9999 Sundries L.S 52.00 1.70 88.40

9,142.95

3.2



MATERIAL:


unslaked lime)


DSR 0983 Fine Sand zone(IV) cum 0.71 650.00 463.13

DSR 1182 Surkhi cum 0.71 700.00 498.75

Preparation of Lime Mortar including sieving of sand

Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is

considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which

results in more man days and use of machines.

Lime Mortar 1:1 ( 1 Slaked lime :1 Fine sand)

A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such

as salt and oranic matter. The aggregates should be well graded sand typically has grain sizes

between 4mm and 0.125mm, with the largest proportion of grains at the mid-point sieve

fractions.

3.0 LIME MORTAR

Cost of 1 cum say

Lime Mortar 1:1:1 ( 1 Slaked lime :1 surkhi:1 fine sand)

DSR 2208Carriage of lime 3.01q=.48 cum



Carriage of surkhi cum 0.48 106.64 50.65

LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 3.00 328.00 984.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

8,232.80

3.3



Ref DAR 1972 ( E) Mortars Item No.4 Pg

53

MATERIAL:


unslaked lime)


DSR 0983 Coarse sand zone III cum 0.48 1,120.00 532.00

DSR 1182 Surkhi cum 0.48 700.00 332.50

DSR 2208 Carriage of lime cum 0.39 106.64 41.41

DSR 2261 Carriage of coarse sand cum 0.48 106.64 50.65

Carriage of surkhi cum 0.48 106.64 50.65

LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

6,806.02






Lime Mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 course sand)

Cost of 1 cum say

Cost of 1 cum say

3.4



MATERIAL:


unslaked lime)



DSR 1182 Surkhi cum 0.54 700.00 374.50



DSR 2266 Carriage of surkhi cum 0.54 106.64 57.05

LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

6,319.53

3.5



MATERIAL:


unslaked lime)


DSR 1182 Surkhi cum 0.95 700.00 665.00




LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

6,565.11

Lime Mortar 1:1:2 ( 1 Slaked lime :1.5 surkhi:1.5 course sand)



Lime Mortar 1:2 ( 1 Slaked lime:2 surkhi)

Cost of 1 cum say

For Slaking of lime

Cost of 1 cum say

3.6



MATERIAL:


unslaked lime)


DSR 1182 Surkhi cum 0.71 700.00 499.10

DSR 1182 Fine sand zone IV cum 0.53 650.00 347.10





LABOUR:

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 3.00 328.00 984.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

7,571.58

3.7



MATERIAL:


unslaked lime)


DSR 1182 Coarse sand zone III cum 0.95 1,120.00 1,064.00




LABOUR:

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00


Lime Mortar 1:2 ( 1 Slaked lime :2 coarse sand)

Lime Mortar 1:2:1 ( 1 Slaked Lime: 2 Surkhi:1 fine sand)

For Slaking of lime





For Slaking of lime

For measuring, carrying, depositing and mixing



Cost of 1 cum say


DSR 9999 Sundries L.S 52.00 1.70 88.40

7,005.52

3.8



MATERIAL:


unslaked lime)






LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

Preparation of Lime Mortar including

sieving of sand

DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 3.00 328.00 984.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

8,256.64

3.9



MATERIAL:


unslaked lime)


DSR 0982 Coarse sand zone III cum 1.43 1,120.00 1,596.00



LABOUR:

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00






Lime Mortar 1:3 ( 1 Slaked lime :3 Coarse sand)

Cost of 1 cum say

Cost of 1 cum say

Lime Mortar 1:2 ( 1 Slaked lime:2 fine sand)

Running cost for upkeep of mortar mill day 0.50 800.00 400.00


DSR 9999 Sundries L.S 52.00 1.70 88.40

7,588.17

3.10



MATERIAL:


unslaked lime)


DSR 1182 Surkhi cum 0.36 700.00 249.20





LABOUR:

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

6,397.70

3.11



MATERIAL:


unslaked lime)


DSR 1182 Surkhi cum 0.36 700.00 249.20




DSR 2266 Carriage of sand cum 1.07 106.64 113.89

LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 3.00 297.00 891.00




Cost of 1 cum say

Lime Mortar 1:1:2 ( 1 Slaked Lime: 1 Surkhi:2 Coarse sand)

Cost of 1 cum say

Lime Mortar 1:1:2 ( 1 Slaked Lime: 1 Surkhi:2 Fine sand)

For Slaking of lime

For Slaking of lime

DSR 0101 Bhisti day 3.00 328.00 984.00



DSR 9999 Sundries L.S 50.00 1.70 85.00

7,679.30

3.12



MATERIAL:


unslaked lime)


DSR 0983 Fine Sand zone(IV) cum 2.14 650.00 1,389.38



LABOUR:

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 3.00 328.00 984.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

8,782.53

3.13


DSR 3.15 Details of cost for 1 cum.

MATERIAL:


unslaked lime)


DSR 0784 Marble dust cum 0.95 1,000.00 950.00


DSR 2268Carriage of marble dust and/or marble

chipscum 0.95 106.64 101.31

LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60




Cost of 1 cum sayNote: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is





Cost of 1 cum say

Lime Mortar 1:2 ( 1 Slaked lime :2 Marble dust)

Lime Mortar 1:3 ( 1 Slaked lime: 3 Fine sand)

For Slaking of lime

For Slaking of lime

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

6,891.19

3.14


DSR 3.15 Details of cost for 1 cum.

MATERIAL:


unslaked lime) i.e 0.28 cum of lime

putty is 60% of .475 cum



DSR 1182 Surkhi cum 0.75 700.00 525.00


DSR 2203 Carriage of coarse sand zone III cum 0.37 106.64 39.46


LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999Hire and running charges of mechanical

mixerL.S 26.91 1.70 45.75

DSR 9999 Sundries L.S 16.22 1.70 27.58

5,904.21

3.14.1

3.16 Khafgi mix cum 1.20 5,904.21 7,085.05

DSR 0367 Portland cement tonne 0.21 6,600.00 1,412.40

DSR 2209 Carriage of cement tonne 0.21 94.8 20.29

8,517.74

A special mix known as khafgi is applied over the jack-arch structure to give a firm cover and good sealant against

rainwater penetration and to improve the structural and heat insulation properties of the roof. Khafgi is prepared

with 3 parts hydrated lime, 4 parts of coarse sand and 8 parts of burnt clay bricks crushed into 20mm size particles.

8 parts of the khafgi are combined with 1 part of ordinary cement. The resulting mixture is then mixed thoroughly

with water to give a workable paste that is applied over the top surface of the roof. This method is practised in

Sudan recommended by UNESCO. Source: Rural housing website


For Slaking of lime


Cost of 1 cum say

Cost of 1 cum say

Cost of 1 cum say

Kafgi Lime Mortar 3:4: 8( 3Slaked lime:4 coarse sand: 8 surkhi)

Khafgi mix with cement 8:1(8 Khafgi: 1cement)

3.15


ISOR 2.2 Details of cost for 1 cum.

MATERIAL:


unslaked lime)

DSR 0773 Un Slaked Lime Quintal 0.90 800.00 719.87


DSR 1182 Surkhi cum 0.43 700.00 298.20




LABOUR:


mixing

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0101 Bhisti day 1.50 328.00 492.00

Preparation of Lime Mortar including

sieving of sand

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00



DSR 9999 Sundries L.S 52.00 1.70 88.40

5,511.77

3.16


ISOR 2.2 Details of cost for 1 cum.

MATERIAL:


unslaked lime)


DSR 0983 Coarse sand zone III cum 0.28 225.00 63.90

DSR 0811 Mud cum 0.85 60.00 51.12



DSR 2266 Carriage of mud cum 0.85 106.64 90.86

LABOUR:


mixing

DSR 0123 Mason First class day 1.00 393.00 393.00

DSR 0114 Beldar day 0.90 297.00 267.30

DSR 0101 Bhisti day 0.45 328.00 147.60

DSR 0114 Beldar day 1.50 297.00 445.50

DSR 0114 Beldar day 2.00 297.00 594.00

DSR 0101 Bhisti day 2.00 328.00 656.00

M Rate For Mixing and Kneading the mortar day 0.50 800.00 400.00

For Slaking of lime

For Slaking of lime

Preparation of Mud Mortar including sieving of sand

Cost of 1 cum say

Mud Mortar 1:3:1( 1 Slaked lime:3 Mud:1 course sand)

Lime Mortar 1:3:6 ( 1 slaked lime:3 surkhi:6 course sand)

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 9999 Sundries L.S 52.00 1.70 88.40

4,989.45

3.17



MATERIAL:

DSR 0811 Mud (dry) cum 1.08 60.00 64.80

LABOUR:

DSR 0123 Mason First class day 1.00 393.00 393

DSR 0114 Beldar day 0.63 297.00 187.11

DSR 0101 Bhisti day 0.32 328.00 103.32

DSR 9999 Sundries L.S 6.45 1.70 10.97

759.20

Cost of 1 cum say

Mud Mortar

Cost of 1 cum say

4.1

4.1.1


DSR 0293

Stone Aggregate (Single size) : 40 mm

nominal size (0.63 cum-7.5% for voids

i.e. 0.04 = 0.56 cum)

cum 0.58 1,000.00 580.00

DSR 0295Stone Aggregate (Single size) :20 mm

nominal sizecum 0.27 1,200.00 324.00


nominal sizecum 0.15 1,050.00 157.50

DSR 2206Carriage of stone aggregate 40 mm

nominal size and abovecum 0.58 115.92 67.23

DSR 2202Carriage of stone aggregate below 40

mm nominal size cum 0.42 106.64 44.79

3.2Lime Mortar 1Lime putty:1 surkhi: 1

Fine sandcum 0.46 8,232.80 3,787.09

DSR 0114 Beldar day 1.35 297.00 400.95

DSR 0115 Coolie day 1.17 297.00 347.49

DSR 0101 Bhisti day 1.05 328.00 344.40

DSR 0123 Mason (brick layer) 1 st class day 0.09 393.00 35.37

DSR 0125 Mason (brick layer)2nd class day 0.09 361.00 32.49

DSR 0002 Hand operated mixer/Mechanical mixer day 0.11 800.00 84.00

DSR 9999 Scaffolding LS 114.40 1.70 194.48

DSR 9999 Sundries LS 14.30 1.70 24.31

6,424.10

64.24

6,488.34

973.25

7,461.59

Providing and laying lime concrete excluding cost of centring and shuttering

Total

Add CPOH @ 15%

With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi :

1 fine sand


Total


MATERIAL:

LABOUR:

Cost of 1 cum

4.0 LIME CONCRETE

4.1.2


DSR 0293



i.e. 0.04 = 0.56 cum)

cum 0.58 1,000.00 580.00


nominal sizecum 0.22 1,200.00 264.00


nominal sizecum 0.11 1,050.00 115.50





3.3Lime Mortar 1Lime putty:1 surkhi: 1

coarse sandcum 0.46 6,806.02 3,130.77

DSR 0114 Beldar day 1.35 297.00 400.95

DSR 0115 Coolie day 1.17 297.00 347.49

DSR 0101 Bhisti day 1.05 328.00 344.40





DSR 9999 Sundries LS 14.30 1.70 24.31

5,656.18

56.56

5,712.74

856.91

6,569.66

4.1.3


DSR 0293



i.e. 0.04 = 0.56 cum)

cum 0.58 1,000.00 580.00


nominal sizecum 0.22 1,200.00 264.00


nominal sizecum 0.11 1,050.00 115.50





3.4Lime Mortar 1 Slaked Lime :1.5 surkhi:

1.5 coarse sandcum 0.46 6,319.53 2,906.98

DSR 0114 Beldar day 1.35 297.00 400.95

DSR 0115 Coolie day 1.17 297.00 347.49

DSR 0101 Bhisti day 1.05 328.00 344.40


Total

Total


With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1.5

surkhi : 1.5 coarse sand

LABOUR:


Cost of 1 cum

With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi

LABOUR:

MATERIAL:

Add CPOH @ 15%

MATERIAL:





DSR 9999 Sundries LS 14.30 1.70 24.31

5,432.40

54.32

5,486.72

823.01

6,309.73

4.2


Materials

M RateCommon burnt clay F.P.S. (non

modular) of bricks class designation 10No 247.00 7.00 1,729.00

DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92

3.1.5 Lime mortar 1 lime putty:2 coarse sand Cum 0.50 7,005.52 3,502.76

For Breaking bricks to make 40mm and

50mm size aggregates.

DSR 0114 Beldar day 1.25 297.00 371.25

Labour for laying lime concrete


DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 0.50 328.00 164.00

Additional labour for levelling,ramming,

beating with thapies and finishing

smooth without adding any mortar for

finishing mason

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00


M Rate Washing soap Kg 12.00 125.00 1,500.00

M Rate Alum Kg 4.00 75.00 300.00


DSR 9999 Sundries LS 14.30 1.70 24.31

9,850.22

98.50

9,948.72

1,492.31

11,441.03Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in

to required sizes.

Labour

Total

Add CPOH @ 15%

Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and 50%

mortar comprising of 1 lime putty : 2 coarse sand rammed excluding cost of centring and

shuttering

Total


Cost of 1 cum

Total


Total

Add CPOH @ 15%

Cost of 1 cum

Detail of cost for 1 cum

4.3


Detail of cost for 10 Sqm

DSR 15.1

Demolishing lime concrete manually/

by mechanical means and disposal of

material within 50 metres lead as per

direction of Engineer incharge.

Sqm 10.50 11.26 118.21

Materials




3.5 Lime mortar 1 Slaked lime :2 surkhi Cum 0.50 6,565.11 3,282.55

For Breaking bricks to make 25mm size

aggregates.

DSR 0114 Beldar day 1.40 297.00 415.80


DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 0.50 328.00 164.00




finishing mason

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00



DSR 9999 Sundries LS 14.30 1.70 24.31

7,736.60

77.37

7,813.97

1,172.10

9,104.27

910.43

4.4


Materials

DSR 0362 Brick Bats Cum 0.12 500.00 60.00


3.3Lime mortar 1:1:1 (1 Slaked lime :1

surkhi:1 coarse sand)Cum 0.60 6,806.02 4,083.61

Labour

DSR 0114 Beldar day 5.50 297.00 1,633.50


DSR 0101 Bhisti day 0.50 328.00 164.00


Add CPOH @ 15%

Labour

Total


Total

50mm lime concrete flooring laid on existing base over the damaged floor up to 40mm average

Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 ( 1 Slaked

lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment excluding cost

of centring and shuttering (Thickness 100mm)

Cost of 1 Sqm Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in

to required sizes.

Cost of 10 Sqm




finishing mason

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00


DSR 9999Sundries including washing soap, Alum,

Gur, Belgiri LS 125.00 1.70 212.50

7,247.03

72.47

7,319.50

1,097.92

8,417.42

841.74

4.5

Materials




3.3Lime mortar 1:1:1 (1 Slaked lime :1

surkhi:1 coarse sand)Cum 0.60 6,806.02 4,083.61

DSR 9999Sundries Washing soap,Alum,

Gur,Belgiri, Jute SanLS 125.00 1.70 212.50


aggregates.

DSR 0114 Beldar day 1.40 297.00 415.80

DSR 0114 Beldar day 5.50 297.00 1,633.50


DSR 0101 Bhisti day 0.50 328.00 164.00




finishing

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00



DSR 9999 Sundries LS 14.30 1.70 24.31

9,550.62

95.51

9,646.13

1,446.92

11,093.04

1,109.30

Cost of 10 Sqm


Total

Providing and laying lime concrete with broken brick aggregate and 50% lime mortar 1:1:1 ( 1

Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment

excluding cost of centring and shuttering (Thickness 100mm)

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm



Total

Add CPOH @ 15%

Cost of 1 Sqm

Labour

Total

Total

4.6





3.5 Lime mortar 1 lime putty:2 surkhi Cum 0.50 6,565.11 3,282.55


Gur,Belgiri, Jute LS 125.00 1.70 212.50


aggregates.

DSR 0114 Beldar day 1.25 297.00 371.25



DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 0.50 328.00 164.00




finishing mason

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00



DSR 9999 Sundries LS 14.30 1.70 24.31

8,042.51

80.43

8,122.94

1,218.44

9,341.38

4.7





3.15Lime mortar 1 Slaked lime :3 surkhi:6

Coarse SandCum 0.50 5,511.77 2,755.88


Gur,Belgiri, Jute LS 125.00 1.70 212.50


aggregates.

Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar 1:3:6

(1lime putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri treatment


Materials

Labour


Materials

Labour

Total


Total

Add CPOH @ 15%

Cost of 1 Cum

Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime mortar 1:2

(1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment complete including

rounding of junctions with parpaet wall complete

DSR 0114 Beldar day 1.25 297.00 371.25



DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0101 Bhisti day 0.50 328.00 164.00




finishing mason

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00



DSR 9999 Sundries LS 14.30 1.70 24.31

7,515.84

75.16

7,591.00

1,138.65

8,729.65

4.8


4.7Providing and laying Lime concrete

1:3:6 up to150mm thick Cum 0.18 8,729.65 1,571.34

DSR 7266 Brick tiles of size 250mmx250mm 1000 Nos 18.00 12,150.00 218.70

3.9 Lime mortar 1 lime putty:3 coarse sand Cum 0.03 7,588.17 204.88

DSR 9999 Sundries LS 23.00 1.70 39.10


DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.50 328.00 164.00


2,886.00

28.86

2,914.86

437.23

3,352.09Cost of 1 Sqm

Labour for laying brick tiles

Plinth Area Protection using Lime concrete and brick tiles around the building to prevent entry of

water by dampness and capilarry rise


Materials


Total

Add CPOH @ 15%

Cost of 1 Cum

Total

Add CPOH @ 15%

Total

Total


5.1


M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 2500.00 12.00 30,000.00

3.3 Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand) Cum 0.20 8,232.80 1,646.56

DSR 2201 Carriage of bricks 1000 nos. 2500.00 284.39 710.98

DSR 9999 Sundries L.S 48.00 1.70 81.60


DSR 0124 Mason (brick layer) 2nd class day 0.54 361.00 194.94

DSR 0115 Coolie day 2.06 297.00 610.34

DSR 0114 Bhisti day 0.30 328.00 98.40

33,555.03

335.55

33,890.58

5,083.59

38,974.17

5.2


DSR 6.9

M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 2500.00 12.00 30,000.00

3.3 Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand) Cum 0.38 8,232.80 3,087.30


DSR 9999 Sundries L.S 2.73 1.70 4.64

Taking a semi circular arch 3.6m span, 3.6m long and

0.40m thick

Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm

Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum

DSR 5.9.9.

Centering and shuttering including strutting, propping

etc. and removal of form for Arches, domes, vaults up

to 6 m span.

Sqm 2.25 1,006.65 2,264.96

DSR 9999 Scaffolding L.S 18.85 1.70 32.05



DSR 0115 Coolie day 3.44 297.00 1,020.20

DSR 0114 Bhisti day 0.30 297.00 89.10

DSR 0115 Coolie Extra for lifting materials day 1.70 297.00 503.42

38,312.06

Add Water Charges @ 1% except on formwork 360.47

38,672.53

Add CPOH @ 15% except on formwork 5,461.14

44,133.67

Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion similar to the

Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)


MATERIAL:

LABOUR

Total


Total

Add CPOH @ 15%

5.0 BRICK WORK

Total

Cost of 1 Cum

Cost of 1 Cum

Traditional Brick work in plain arches including centering and shuttering complete for span up to 6

metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand).


MATERIAL:

Centering and Shuttering:

Area per cum = 20.37/9.05 = 2.25 sqm

LABOUR

Total

5.3


DSR 6.9 Details of cost for 1 Cum.

DSR 2602Common burnt clay F.P.S. (non modular) of bricks class

designation 7.5No 2500.00 12.00 30,000.00



DSR 9999 Sundries L.S 2.73 1.70 4.64


0.40m thick



Area per cum = 20.37/9.05 = 2.25 sqm

DSR 5.9.9



to 6 m span.

Sqm 2.25 1,006.65 2,264.96


LABOUR



DSR 0115 Coolie day 5.30 297.00 1,575.29

DSR 0114 Bhisti day 0.24 297.00 71.28


39,304.87

Add Water Charges @ 1% except on formwork 370.40

39,675.27


45,286.82

5.4


M RateCommon burnt clay F.P.S. (non modular) of bricks class

designation 7.5No 494.00 7.00 3,458.00



DSR 9999 Sundries L.S 3.73 1.70 6.34



DSR 0115 Coolie day 1.64 297.00 488.27

DSR 0114 Bhisti day 0.24 328.00 78.72

7,584.85

75.85

7,660.69

1,149.10

8,809.80


MATERIAL:


MATERIAL:

LABOUR

Cost of 1 Cum

Traditional Brick work in gauged arches including centering and shuttering complete for span up to 6

metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand).

Total



Total

Total

Cost of 1 Cum

Total

Add CPOH @ 15%

Brick work with bricks of class designation 7.5 in foundation and plinth in

5.5


DSR 6.4

Prevailing

Rate

Common burnt clay F.P.S. (non modular) of bricks class

designation 7.51 494.00 7.00 3,458.00



DSR 9999 Sundries L.S 2.73 1.70 4.64



DSR 0115 Coolie day 2.16 297.00 641.52

DSR 0114 Bhisti day 0.24 328.00 78.72


DSR 0115 Coolie day 1.36 297.00 402.73

8,276.67

82.77

8,359.44

1,253.92

9,613.35

5.6


DSR 7.4.1


DSR 0115 Coolie day 0.41 297.00 120.29

434.36

4.34

438.70

65.80

504.50

5.7


DSR 6.13

Prevailing

Rate


designation 7.5No 565.00 7.00 3,955.00



DSR 9999 Sundries L.S 13.52 1.70 22.98



DSR 0115 Coolie day 2.40 297.00 712.80

DSR 0114 Bhisti day 0.84 328.00 275.52


DSR 0115 Coolie day 1.55 297.00 459.76



Total

Add CPOH @ 15%

Total




LABOUR

Details of cost for 10 sqm.

LABOUR

Cost of 1 Cum

MATERIAL:

Brick work with bricks of class designation 7.5 in superstructure up to two level

Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime putty:1

surkhi:1 fine sand)

Total

Add CPOH @ 15%

Total

Extra for Brickwork in Square or rectangular pillars

MATERIAL:

LABOUR

Cost of 1 Cum

9,625.41

96.25

9,721.66

1,458.25

11,179.91

1,117.99

5.8


DSR 6.9

Prevailing

Rate


designation 7.5No 494.00 7.00 3,458.00

3.1.2 Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand) Cum 0.38 9,142.95 3,428.61


DSR 9999 Sundries L.S 2.73 1.70 4.64


0.40m thick



DSR 5.9.9.



to 6 m span.

Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 2.75 297.00 816.16

DSR 0114 Bhisti day 0.24 328.00 78.72


11,105.90

Add Water Charges @ 1% except on formwork i.e on

(7702.75-2264.96)88.41

11,194.31

Add CPOH @ 15% except on formwork i.e on (7723.88-

2264.96)1,339.40

12,533.71

5.9


DSR 6.9 Details of cost for 1 Cum.


designation 7.51 538.00 7.00 3,766.00




Area per cum = 20.37/9.05 = 2.25 sqm

LABOUR

Cost of 1 Cum

MATERIAL:

Total

Total

Total

Brick work in plain arches including centering and shuttering complete for span up to 6 metres with

common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1

surkhi: 1 fine sand).

Brick work in gauged arches including centering and shuttering complete for span up to 6 metres with

common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1


Cost of 1 Sqm

MATERIAL:


Add CPOH @ 15%

Cost of 10 Sqm


Total

DSR 9999 Sundries L.S 2.73 1.70 4.64


0.40m thick



Area per cum = 20.37/9.05 = 2.25 sqm

DSR 5.9.9



to 6 m span.

Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 5.30 297.00 1,575.29

DSR 0114 Bhisti day 0.24 328.00 78.72


12,728.42


(9228.47-2264.96)104.63

12,833.06


2264.96)1,585.21

14,418.27

5.10


DSR 6.18


designation 10No 777.00 7.00 5,439.00

3.9 Lime mortar 1:3 (1 Lime putty:3 Coarse sand) Cum 0.60 7,588.17 4,552.90

DSR 2207 Carriage of brick tiles 1000 nos. 777.00 170.63 132.58

DSR 9999 Sundries L.S 4.55 1.70 7.74



DSR 0115 Coolie day 2.16 297.00 641.52

DSR 0114 Bhisti day 0.24 328.00 78.72


DSR 0115 Coolie day 1.36 297.00 402.73

12,126.97

121.27

12,248.24

1,837.24

14,085.47

BRICK TILE WORK

Extra for lifting

Total

Total

Cost of 1 Cum

LABOUR



Total

Add CPOH @ 15%

Details of cost for 1 Cum.

MATERIAL:

Total

Cost of 1 Cum

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in

superstructure in lime mortar 1:6 (1 lime putty : 3 coarse sand).

LABOUR

5.11


DSR 6.20


designation 101000 nos. 777.00 7.00 5,439.00



DSR 9999 Sundries L.S 5.46 1.70 9.28

DSR 5.9.9 Centering and Shuttering: Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 3.85 297.00 1,144.04

DSR 0114 Bhisti day 0.24 328.00 78.72

DSR 0115 Coolie day 1.36 297.00 402.73

14,201.95


(10311.21-2264.96)119.37

14,321.32


2264.96)1,808.45

16,129.77

5.12


DSR 6.21


designation 101000 nos. 777.00 7.00 5,439.00



DSR 9999 Sundries L.S 5.46 1.70 9.28

DSR 5.9.9. Centering and Shuttering: Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 6.40 297.00 1,899.61

DSR 0114 Bhisti day 0.24 328.00 78.72

DSR 0115 Coolie day 1.36 297.00 402.73

14,271.99


(11709.19-2264.96)120.07

14,392.06


16,211.13

MATERIAL:

LABOUR

Extra for lifting

Total

Total

Cost of 1 Cum


MATERIAL:

LABOUR

Extra for lifting

Total


plain arch work in lime mortar 1:4 (1 lime : 3 coarse sand) including centering and shuttering complete

Total

Cost of 1 Cum



plain arch work in lime mortar 1:4 (1 lime : 3 coarse sand) including centering and shuttering complete

5.13


DSR 6.22


designation 10No 377.00 7.00 2,639.00

3.1.9 Lime mortar 1:3 (1 Lime putty:3 Coarse sand) Cum 0.15 7,588.17 1,138.23


DSR 9999 Sundries & Scaffolding L.S 8.06 1.70 13.70



DSR 0115 Coolie day 2.26 297.00 670.03

DSR 0114 Bhisti day 0.40 328.00 129.89

DSR 0115 Coolie day 1.55 297.00 459.76

5,965.44

59.65

6,025.10

903.76

6,928.86

692.89

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


Total

Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class

designation 10 in lime mortar 1:3 (1 lime : 3 coarse sand)

LABOUR

Extra for lifting


MATERIAL:

6.1


DSR 7.1.1

DSR 1157 Stone for masonry work Cum 1.00 700.00 700.00

DSR 1154 Through and bond stone 100 nos. 7.00 1,200.00 84.00

DSR 2215

Carriage of Soling stone & masonry stone

7.00x24cmx24cmx39cm = 0.16 cum, 1.00cum. +

0.16 cum. = 1.16 cum

Cum 1.16 125.47 145.55

3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse

sand)Cum 0.33 6,806.02 2,245.99

3.15 Lime concrete (1:3:6) Cum 0.20 5,511.77 1,102.35

DSR 0123 Mason (for plain stone work) First class day 1.28 393.00 504.61

DSR 0114 Beldar day 1.28 297.00 381.35

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0101 Bhisti day 0.11 328.00 35.42

DSR 9999 Sundries L.S 4.42 1.70 7.51

5,459.83

54.60

5,514.42

827.16

6,341.59

6.2

DSR 7.1.2



DSR 2215



0.16 cum. = 1.16 cum

Cum 1.16 125.47 145.55


sand)Cum 0.33 6,806.02 2,245.99

3.15 Lime concrete (1:3:6) Cum 0.20 5,511.77 1,102.35


DSR 0114 Beldar day 1.74 297.00 516.78

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0101 Bhisti day 0.11 328.00 35.42

DSR 0115 Coolie day 1.36 297.00 402.73

DSR 9999 Sundries L.S 15.21 1.70 25.86

6,143.67

RANDOM RUBBLE MASONRY

Extra for lifting

Total

6.0 MASONRY


MATERIAL:

LABOUR

Total

Total

Add CPOH @ 15%

Cost of 1 Cum


Random rubble masonry with hard stones in foundation and plinth including levelling with lime

concete (1 lime:3surkhi:6 coarse sand) with 40mm stone aggregate upto plinth level with lime

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

LABOUR


MATERIAL:

Random rubble masonry with hard stones in superstructure including levelling with lime

concete (1 lime:3surkhi:6coarse sand) with 40mm stone aggregate upto plinth level with lime

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

61.44

6,205.10

930.77

7,135.87

6.3


DSR 7.1.1



DSR 2215



0.16 cum. = 1.16 cum

Cum 1.37 125.47 171.89


sand)Cum 0.30 6,806.02 2,041.80


DSR 0114 Beldar day 1.49 297.00 441.94

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0101 Bhisti day 0.11 328.00 35.42

DSR 9999 Sundries L.S 13.52 1.70 22.98

4,897.88

48.98

4,946.86

742.03

5,688.89

6.4

DSR 7.1.1



DSR 2215



0.16 cum. = 1.16 cum

Cum 1.26 125.47 158.09


sand)Cum 0.30 6,806.02 2,041.80


DSR 0114 Beldar day 1.49 297.00 441.94

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0101 Bhisti day 0.11 328.00 35.42

DSR 9999 Sundries L.S 13.52 1.70 22.98

4,637.30

46.37

4,683.67

702.55

5,386.22

COURSED RUBBLE MASONRY

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Cum

Total

Add CPOH @ 15%

Cost of 1 Cum

Coursed rubble masonry in first sort with hard stones in foundation and plinth including



Total

Total



Add CPOH @ 15%

Cost of 1 Cum

Coursed rubble masonry in second sort with hard stones in foundation and plinth including

levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1 surkhi:1 fine sand)

MATERIAL:

MATERIAL:

LABOUR

6.5

6.5.1

DSR 7.8.1



DSR 2215



0.16 cum. = 1.16 cum

Cum 1.37 125.47 171.89


sand)Cum 0.30 6,806.02 2,041.80

DSR 0123 Mason Brick I Class day 2.86 361.00 1,031.02

DSR 0114 Beldar day 1.91 297.00 566.68

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0101 Bhisti day 0.11 328.00 35.42

DSR 0115 Coolie day 1.36 297.00 402.73

DSR 9999 Sundries, Scaffolding L.S 37.70 1.70 64.09

5,497.68

54.98

5,552.66

832.90

6,385.56

6.5.2

DSR 7.8.1



DSR 2215


7.00x24cmx24cmx39cm = 0.16 cum, 1 cum. +

0.16 cum. = 1.16 cum

Cum 1.16 125.47 145.55


sand)Cum 0.30 6,806.02 2,041.80


DSR 0114 Beldar day 1.91 297.00 566.68

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0101 Bhisti day 0.11 328.00 35.42

DSR 0115 Coolie day 1.36 297.00 402.73

DSR 9999 Sundries, Scaffolding L.S 37.70 1.70 64.09

5,245.95

52.46

5,298.41

794.76

6,093.17Cost of 1 Cum

Total


Total


Total

Add CPOH @ 15%

LABOUR

Total

Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand)

MATERIAL:

MATERIAL:

Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 Coarse sand)

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

level and upto two floor level

LABOUR


Add CPOH @ 15%

Cost of 1 Cum


Extra for lifting

Extra for lifting

6.6

6.6.1

6.6.1.1

DSR 7.12.1.1

Finished work = 10 cudm.+Add wastage @ 33.3%

= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.

Total = 13.33 cudm

DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65

3.2 Lime MortAr 1:1:1 (1 Lime:1 Surkhi:1 Fine Sand) Cudm 4.67 8.23 38.41

DSR 2216

Carriage of stone blocks white & red sand stone

& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =

30.659 kg = 0.031 t

tonne 0.03 94.80 2.94

Extra labour for lifting of materials 0.01x1.50 =

0.015

DSR 0115 Coolie day 0.02 297.00 4.46

LABOUR

Dressing charges


DSR 0102 Blacksmith 1st Class day 0.01 393.00 2.36

DSR 0114 Beldar day 0.04 297.00 13.07

DSR 0115 Coolie day 0.02 297.00 6.53

DSR 0100 Bandhani day 0.04 328.00 14.43

Fixing charges

DSR 0125 Mason (for plain stone work) 2nd class day 0.05 377.00 19.91


DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66


263.80

2.64

266.44

39.97

306.41

30,640.50

6.6.1.2


DSR 7.12.1.2



Total = 13.33 cudm

DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31

ASHLAR MASONRY


MATERIAL:

White sand stone

White Sand Stone

Cost of 0.01 Cum

Cost of 1 Cum

Red sand stone

Total


Total

Add CPOH @ 15%


MATERIAL:

Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1 surkhi:1 fine

One Face dressed

Red Sand Stone

3.2 Lime Moratr 1:1:1 (1 Lime:1 Surkhi:1 Fine Sand) Cudm 4.67 8.23 38.41

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94


0.015

DSR 0115 Coolie day 0.02 297.00 4.46



DSR 0114 Beldar day 0.04 297.00 13.07

DSR 0115 Coolie day 0.02 297.00 6.53

DSR 0100 Bandhani day 0.04 328.00 14.43



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66


269.62

2.70

272.32

40.85

313.17

31,316.52

6.6.2

6.6.2.1


DSR 7.12.1.1



Total = 13.33 cudm



DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94


0.015

DSR 0115 Coolie day 0.02 297.00 4.46

LABOUR



Both Face dressed

Red Sand Stone

MATERIAL:


Dressing charges

Red sand stone

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum

Total


Total

LABOUR

Dressing charges

Fixing charges

DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66


333.93

3.34

337.27

50.59

387.86

38,786.24

6.6.2.2


DSR 7.12.1.2



Total = 13.33 cudm



DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94


0.015

DSR 0115 Coolie day 0.02 297.00 4.46



DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86

Fixing charges



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66


336.65

3.37

340.02

LABOUR

Dressing charges


Total

White Sand Stone

Total


Total


MATERIAL:

White sand stone

Cost of 1 Cum

Cost of 0.01 Cum

Fixing charges

Total

Add CPOH @ 15%

51.00

391.02

39,102.47

6.6.2.3

DSR 7.12.1.1

Finished work = 0.01.+Add wastage @ 33.3% =

3.33 cudm Add wastage @ 33.3% =0.133 cudm.

Total = 13.33 cudm

M Rate Lime sand stone block No 0.90 34.00 30.60

3.2Lime Moratr 1:3 (1 Lime:3 coarse Sand) for laying

& pointingCudm 8.00 8.78 70.24

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66


305.26

3.05

308.32

46.25

354.57

35,456.51

6.7

6.7.1

6.7.1.1




Total = 13.33 cudm


Red Sand Stone

Total


Total

Add CPOH @ 15%

LABOUR

Dressing charges

Fixing charges

Stone work plain ashlar in arches in super structure in lime mortar 1:3 (1 lime : 3 coarse sand)

including centring, shuttering and pointing with lime mortar and an admixture of pigment

matching the stone shade

One Face dressed

Cost of 1 Cum

Cost of 0.01 Cum

MATERIAL:

Red sand stone

Lime Stone


MATERIAL:

Red sand stone

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum



DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.04 297.00 13.07

DSR 0115 Coolie day 0.02 297.00 6.53

DSR 0100 Bandhani day 0.04 328.00 14.43



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66


DSR 9999 Centring and shuttering L.S 13.52 1.70 22.98


0.015

Coolie day 0.02 297.00 4.46

308.22

3.08

311.30

46.70

358.00

35,799.80

6.7.1.2

DSR 7.12.1.2



Total = 13.33 cudm


3.9Lime Mortar 1:3 (1 Lime:3 coarse Sand) for laying


DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.04 297.00 13.07

DSR 0115 Coolie day 0.02 297.00 6.53

DSR 0100 Bandhani day 0.04 328.00 14.43


Dressing charges

Fixing charges

Dressing charges

White Sand Stone

Cost of 1 Cum

Fixing charges

Add CPOH @ 15%

Cost of 0.01 Cum


MATERIAL:

White sand stone

LABOUR

LABOUR

DSR 0115

Total


Total


DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Coolie day 0.02 297.00 4.46

314.89

3.15

318.03

47.71

365.74

36,573.94

6.7.2

6.7.2.1

DSR 7.12.1.1



Total = 13.33 cudm




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Coolie day 0.02 297.00 4.46

379.20

3.79

382.99

Dressing charges

Fixing charges

DSR 0115

Total


Total

DSR 0115

Total


Total

Both Faces dressed

Red Sand Stone

Add CPOH @ 15%

Cost of 0.01 Cum


LABOUR

Cost of 1 Cum

MATERIAL:

Red sand stone

57.45

440.44

44,043.66

6.7.2.2

DSR 7.12.1.2



Total = 13.33 cudm




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Coolie day 0.02 297.00 4.46

385.86

3.86

389.72

58.46

448.18

44,817.80

6.8

6.8.1

6.8.1.1

DSR 7.14.1.1



Total = 13.33 cudm


MATERIAL:

Red sand stone


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum


MATERIAL:

White sand stone

One Face dressed

LABOUR

Dressing charges

Fixing charges

DSR 0115

Total

Red Sand Stone

White Sand Stone

Stone work plain ashlar in domes in lime mortar 1:3 (1 lime : 3 coarse sand) including centring,




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Coolie day 0.02 297.00 4.46

412.57

4.13

416.69

62.50

479.20

47,919.70

6.8.1.2

DSR 7.12.1.2



Total = 13.33 cudm




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86

LABOUR

Dressing charges


MATERIAL:

White sand stone

Dressing charges

White Sand Stone

LABOUR

Cost of 0.01 Cum

Cost of 1 Cum

DSR 0115

Total


Total

Add CPOH @ 15%

Fixing charges



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Coolie day 0.02 297.00 4.46

419.23

4.19

423.42

63.51

486.94

48,693.84

6.8.2

6.8.2.1

DSR 7.12.1.1



Total = 13.33 cudm


3.9Lime Mortar 1:3 (1 Lime:3 coarse Sand) for laying


DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0126 Mason (for ornamental stone work) 1 st class day 0.35 393.00 138.34

DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Fixing charges

DSR 0115


Red Sand Stone

MATERIAL:

Red sand stone

Both Faces dressed

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 0.01 Cum

LABOUR

Cost of 1 Cum

DSR 0115 Coolie day 0.02 297.00 4.46

620.07

6.20

626.27

93.94

720.21

72,021.29

6.8.2.2

DSR 7.12.1.2



Total = 13.33 cudm




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94




DSR 0114 Beldar day 0.09 297.00 26.14

DSR 0115 Coolie day 0.04 297.00 13.07

DSR 0100 Bandhani day 0.09 328.00 28.86



DSR 0114 Beldar day 0.03 297.00 7.84

DSR 0115 Coolie day 0.03 297.00 7.84

DSR 0100 Bandhani day 0.03 328.00 8.66

DSR 0101 Bhisti day 0.03 328.00 8.66




0.015

Coolie day 0.02 297.00 4.46

626.74

6.27

633.00

94.95

727.95

72,795.43


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum


White Sand Stone

MATERIAL:

White sand stone

LABOUR

Dressing charges

Fixing charges

Cost of 1 Cum

DSR 0115

Total


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Total

7.1

7.1.1


DSR 11.23.1

18mm thick marble slab = 10.00sqm. Add for

wastage 15% = 1.50sqm. Total = 11.50sqm

DSR 6001White marble slab Makrana second quality plain

veined 18 mm thickSqm 11.50 2,375.00 27,312.50

3.3Base lime mortar of 20mm thick

1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,806.02 1,524.55

3.3Joint lime mortar of 20mm thick

1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,806.02 381.14

DSR 9999 Carriage of marble slab LS 26.91 1.70 45.75

DSR 0123 Mason (brick layer) 1st class day 1.44 393.00 565.92

DSR 0114 Beldar day 1.20 297.00 356.40

DSR 0115 Coolie day 1.20 297.00 356.40

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 328.00 1,640.00

DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00

DSR 9999 Sundries including carriage of lime etc LS 134.55 1.70 228.74

33,811.39

338.11

34,149.50

5,122.43

39,271.93

3,927.19

7.1.2

DSR 11.23.2



DSR 7071White marble Raj Nagar plain 18 mm thick upto

0.50 sqm areaSqm 11.50 770.00 8,855.00







DSR 0114 Beldar day 1.20 297.00 356.40

DSR 0115 Coolie day 1.20 297.00 356.40

MATERIAL:

7.0 FLOORING

Details of cost for 10 sqm

MATERIAL:

LABOUR ( for finishing, polishing and fixing)


Cost of 10 Sqm

Cost of 1 Sqm


Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by

conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime :1 surkhi:1

coarse sand) laid and jointed , including rubbing and polishing complete with

Makrana white second quality

Raj Nagar Plain

Total


Total

Add CPOH @ 15%




15,353.89

153.54

15,507.43

2,326.11

17,833.54

1,783.35

7.1.3

DSR 11.23.3



DSR 7850 Agaria White marble slab plain 18 mm thick Sqm 11.50 1,430.00 16,445.00







DSR 0114 Beldar day 1.20 297.00 356.40

DSR 0115 Coolie day 1.20 297.00 356.40




22,897.81

228.98

23,126.78

3,469.02

26,595.80

2,659.58

7.1.4

DSR 11.23.4



DSR 6019 Black Zebra marble slab plain 18 mm thick Sqm 11.50 650.00 7,475.00







DSR 0114 Beldar day 1.20 297.00 356.40

DSR 0115 Coolie day 1.20 297.00 356.40

Cost of 1 Sqm


MATERIAL:



MATERIAL:


Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Agaria White

Black Zebra




13,973.89

139.74

14,113.63

2,117.04

16,230.67

1,623.07

7.1.5

DSR 11.23.5



DSR 6010 Udaypur green marble slab plain 18 mm thick Sqm 11.50 825.00 9,487.50








DSR 0114 Beldar day 1.20 297.00 356.40

DSR 0115 Coolie day 1.20 297.00 356.40




Total 15,986.39

Add water charges 1% 159.86

Total 16,146.25

Add CPOH @ 15% 2,421.94

Cost of 10 Sqm 18,568.19

Cost of 1 Sqm 1,856.82

7.1.6

DSR 11.23.6



DSR 6007 Pink marble slab plain 18 mm thick Sqm 11.50 750.00 8,625.00







DSR 0114 Beldar day 1.20 297.00 356.40


Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:


MATERIAL:

Udaipur Green Marble

Pink Plain Marble

DSR 0115 Coolie day 1.20 297.00 356.40




15,123.89

151.24

15,275.13

2,291.27

17,566.39

1,756.64

7.2

7.2.1

DSR 11.26

DSR 1168Kota stone slab 20 mm to 25 mm thick (semi-

polished) including 15% wastageSqm 11.50 357.00 4,105.50



3.3Pointing lime mortar of 20mm thick


DSR 0874 Black colour dark shade pigment Kg 4.50 55.00 247.50

DSR 2216Carriage of stone blocks white & red sand stone

& kota stone slabTonne 0.67 94.80 63.52


DSR 0114 Beldar day 1.20 297.00 356.40

DSR 0115 Coolie day 1.20 297.00 356.40




10,948.66

109.49

11,058.15

1,658.72

12,716.87

1,271.69

7.3

DSR 11.26

DSR 1168Kota stone slab 20 mm to 25 mm thick (semi-

polished) including 15% wastageSqm 11.50 357.00 4,105.50



Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:


Total


Total

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)

thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime slurry mixed with

pigment to match the shade of the slabs, including rubbing and polishing complete.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime slurry

mixed with pigment to match the shade of the slab, including rubbing and polishing complete with

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

25mm thick

3.3Pointing lime mortar of 20mm thick


DSR 0874 Black colour dark shade pigment Kg 4.50 55.00 247.50


& kota stone slabTonne 0.67 94.80 63.52

DSR 0124 Mason (brick layer) 2nd class day 3.60 361.00 1,299.60

DSR 0114 Beldar day 3.60 297.00 1,069.20

DSR 0115 Coolie day 1.20 297.00 356.40



11,640.87

116.41

11,757.27

1,763.59

13,520.87

1,352.09

7.4

DSR 11.23.1

20mm laterite stone = 10.00sqm. Add for


M Rate Laterite stone Sqm 11.50 1,050.00 12,075.00

3.9Base lime mortar of 20mm thick 1:3(1lime:3

coarse sand)Cum 0.22 7,588.17 1,699.75

3.1.9Joint lime mortar of 20mm thick 1:3(1lime:3

coarse sand)Cum 0.06 7,588.17 424.94

DSR 9999 Carriage of stone LS 26.91 1.70 45.75

DSR 0124 Mason (brick layer) 2nd class day 3.60 361.00 1,299.60

DSR 0114 Beldar day 3.60 297.00 1,069.20

DSR 0115 Coolie day 1.20 297.00 356.40


DSR 9999 Sundries LS 174.98 1.70 297.47

19,564.10

195.64

19,759.74

2,963.96

22,723.70

2,272.37

7.5

7.5.1

DSR 11.28.1

Cost of 1 Sqm



MATERIAL:


Total


Total

Add CPOH @ 15%

Cost of 10 Sqm


Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Laterite stone flooring with 19 mm thick Laterite stone as per sample of Laterite approved by

Engineer-in-Charge, over 20 mm (average) thick base of lime mortar 1:4 (1 lime : 4 coarse sand)

laid and jointed withlime slurry including rubbing and polishing complete

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1

lime: 3coarse sand) with joints finished flush.

Red Sand stone

DSR 1164 Red sand stone slab 40 mm thick (Indressed) Sqm 11.00 190.00 2,090.00

DSR 9999 Carriage LS 34.06 1.70 57.90

Lime mortar 1:3 (1 Lime:3 Coarse sand)

i. For bedding 0.22

ii. For Joining 0.03

3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand) 0.25 7,588.17 1,897.04


DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 0.66 297.00 196.02

DSR 0114 Bhisti day 0.32 328.00 106.27

DSR 9999 Sundries LS 10.79 1.70 18.34

6,260.50

62.60

6,323.10

948.47

7,271.57

727.16

7.5.2DSR 11.28.2

DSR 1165 White sand stone slab 40 mm thick (Indressed) Sqm 11.00 215.00 2,365.00

DSR 9999 Carriage LS 34.06 1.70 57.90


i. For bedding 0.22




DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 0.66 297.00 196.02

DSR 0114 Bhisti day 0.32 328.00 106.27

DSR 9999 Sundries LS 10.79 1.70 18.34

6,535.50

65.35

6,600.85

990.13

7,590.98

759.10

7.6

Cost of 1 Sqm

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm


MATERIAL:

Finished work = 10sqm

Add wastage 10% =1.00sqm

Total = 11.00 sqm

Total


Total

LABOUR

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

White Sand stone



Total = 11.00 sqm

MATERIAL:

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1

lime: 3coarse sand) with joints finished flush.

7.6.1

DSR 11.29.1


DSR 9999 Carriage LS 34.06 1.70 57.90


i. For bedding 0.22


iii. For Pointing 0.02



DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 1.68 297.00 498.96

DSR 0114 Bhisti day 0.66 328.00 216.48

DSR 9999 Sundries LS 26.91 1.70 45.75

7,252.86

72.53

7,325.39

1,098.81

8,424.20

842.42

7.6.2

DSR 1165 white sand stone slab 40 mm thick (Indressed) Sqm 11.00 215.00 2,365.00

DSR 9999 Carriage LS 34.06 1.70 57.90


i. For bedding 0.22





DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 1.68 297.00 498.96

DSR 0114 Bhisti day 0.66 328.00 216.48

DSR 9999 Sundries LS 26.91 1.70 45.75

7,527.86

75.28

7,603.14

1,140.47

8,743.61

874.36Cost of 1 Sqm

White Sand stone


MATERIAL:



Total = 11.00 sqm

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:



Total = 11.00 sqm

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

LABOUR

Red Sand stone

7.7

7.7.1

DSR 11.28.1


DSR 9999 Carriage LS 34.06 1.70 57.90

Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)

i. For bedding 0.22


3.3Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)0.25 6,806.02 1,701.50


DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 0.66 297.00 196.02

DSR 0114 Bhisti day 0.32 328.00 106.27

DSR 9999 Sundries LS 10.79 1.70 18.34

6,064.96

60.65

6,125.61

918.84

7,044.45

704.45

7.7.2

DSR 11.28.1


DSR 9999 Carriage LS 34.06 1.70 57.90

Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)

i. For bedding 0.22


3.1.3Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)0.25 6,806.02 1,701.50


DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 0.66 297.00 196.02

DSR 0114 Bhisti day 0.32 328.00 106.27

DSR 9999 Sundries LS 10.79 1.70 18.34

Total = 11.00 sqm

LABOUR

Total


MATERIAL:



Total = 11.00 sqm


MATERIAL:



LABOUR

Cost of 10 Sqm

Cost of 1 Sqm

White Sand stone


Total

Add CPOH @ 15%

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1

lime: 1 surkhi:1coarse sand) with joints finished flush.

Red Sand stone

6,339.96

63.40

6,403.36

960.50

7,363.86

736.39

7.8

7.8.1

DSR 11.30.1


DSR 9999 Carriage LS 34.06 1.70 57.90


i. For bedding 0.22


iii. For bedding 0.02



DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 1.68 297.00 498.96

DSR 0114 Bhisti day 0.66 328.00 216.48

DSR 9999 Sundries LS 26.91 1.70 45.75

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 0.62 328.00 202.70

DSR 0013 Machine for rubbing of floors day 0.99 350.00 345.80

7,801.36

78.01

7,879.38

1,181.91

9,061.28

906.13

7.8.2

DSR 11.30.2


DSR 9999 Carriage LS 34.06 1.70 57.90


i. For bedding 0.22



Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Total

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

LABOUR


40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime :3

coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 stone dust)

admixed with pigment to match the shade of stone and pointing with same mortar


Total = 11.00 sqm

MATERIAL:



Total = 11.00 sqm

MATERIAL:



Red Sand stone

White Sand stone




DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 1.68 297.00 498.96

DSR 0114 Bhisti day 0.66 328.00 216.48

DSR 9999 Sundries LS 26.91 1.70 45.75

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 0.62 328.00 202.70

DSR 0013 Machine for rubbing of floors day 0.99 350.00 345.80

8,076.36

80.76

8,157.13

1,223.57

9,380.70

938.07

7.9

DSR 11.3.1

DSR 0295Stone Aggregate (Single size) : 20 mm nominal

sizeCum 0.27 1,200.00 320.40

DSR 0297Stone Aggregate (Single size) : 20 mm nominal

sizeCum 0.09 1,050.00 93.45

DSR 2202Carriage of stone aggregate below 40 mm

nominal sizeCum 0.36 106.64 37.96

DSR 0982 Coarse sand (zone III) Cum 0.18 1,120.00 199.36

DSR 2203 Carriage of coarse sand Cum 0.18 106.64 18.98

DSR 0367 Portland Cement tonne 0.17 6,600.00 1,122.00


M Rate Red oxide Kg 15.00 75.00 1,125.00

DSR 0123 Mason 1st class day 1.40 393.00 550.20

DSR 0114 Beldar day 2.45 297.00 727.65

DSR 0101 Bhisti day 1.82 328.00 596.96

DSR 0127Driver (for Road Roller, Concrete Mixer Truck

etc.)day 0.05 393.00 20.63

DSR 0002Hire charges of Concrete Mixer 0.25 to 0.40

cum with Hopperday 0.03 800.00 24.00

DSR 9999 Sundries LS 40.43 1.70 68.73

4,921.45

49.21

4,970.66

745.60

5,716.26

571.63

LABOUR

Total

LABOUR

MATERIAL:

Add CPOH @ 15%

40mm thick red oxide flooring under layer 0f 30mm thick cement concrete 1:2:4(1cement:2 coarse

sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer of 10mm thick plaster of

cement red oxide mix( using 3.5 kg of red oxide of iron per 50 kg of cement) 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion

including cement slurry, rounding off egdes, strips, etc but excluding the cost of nosing of steps.

complete

Total


Total

Cost of 1 Sqm

Cost of 10 Sqm


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


7.10

DSR 11.3.1 Details of cost for 10 sqm

DSR 3.8Cement mortar 1:3 = 0.205 cum+Add for

rounding corners = 0.030 cum = 0.235Cum 0.24 366.20 86.06

DSR 0367 Portland Cement tonne 0.19 6,600.00 1,226.61


DSR 0875 Red oxide Kg 22.00 75.00 1,650.00

DSR 0123 Mason 1st class day 3.29 393.00 1,292.97

DSR 0115 Coolie day 3.29 297.00 977.13

DSR 0101 Bhisti day 0.95 328.00 309.96

DSR 9999 Sundries LS 19.76 1.70 33.59

5,593.94

55.94

5,649.88

847.48

6,497.36

649.74

7.11

DSR 11.3.1

4.4 Lime Concrete Sqm 1.20 841.74 1,010.09

Lime Mortar 1:3 (1 Lime: 3 Coarse sand) Cum 0.01 7,588.17 91.06

Lime Mortar 1:3 (1 Lime: 3 Fine Sand sand) Cum 0.01 8,782.53 105.39

DSR 0123 Mason 1st class day 0.41 393.00 162.11

DSR 0115 Coolie day 0.15 297.00 44.55

DSR 0101 Bhisti day 0.74 328.00 243.54

DSR 9999 Sundries LS 19.76 1.70 33.59

1,690.33

16.90

1,707.24

256.09

1,963.32

7.12

DSR 11.29.1

M Rate Heritage Floor tiles Sqm 11.00 2,044.40 22,488.40

DSR 9999 Carriage LS 34.06 1.70 57.90


Total

Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse sand)

finished with a floating coat of neat cement including rounding of junctions with floor.

Add CPOH @ 15%

MATERIAL:

LABOUR

Total


Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand) with

joints finished flush.


MATERIAL:



Total = 11.00 sqm

Add CPOH @ 15%

Cost of 1 Sqm

MATERIAL:

Laying lime flooring-Providing and laying lime concrete(1 lime:3 brick bats) up to 100mm thickness

tamping and compacting properly which is follwed by laying of Lime mortar 1:3 up to a thickness

of 20mm.Rework to be done till the desired smoothness on the surface

LABOUR

Total


Total


Cost of 10 Sqm

Cost of 1 Sqm

i. For bedding 0.22





DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 1.68 297.00 498.96

DSR 0114 Bhisti day 0.66 328.00 216.48

DSR 9999 Sundries LS 26.91 1.70 45.75

27,651.26

276.51

27,927.77

4,189.17

32,116.94

3,211.69

7.13

DSR 11.29.1

M Rate Heritage Floor tiles Sqm 11.00 1,614.00 17,754.00

DSR 9999 Carriage LS 34.06 1.70 57.90


i. For bedding 0.22





DSR 0100 Bandhani day 1.43 328.00 469.04

DSR 0115 Coolie day 1.82 297.00 540.54

DSR 0114 Bhisti day 0.72 328.00 234.52

DSR 9999 Sundries LS 26.91 1.70 45.75

23,165.83

231.66

23,397.49

3,509.62

26,907.11

2,690.71

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse sand)

with joints finished flush.


MATERIAL:



Total = 11.00 sqm

LABOUR

Cost of 1 Sqm

Cost of 10 Sqm

Cost of 1 Sqm

LABOUR

Total


Total

Add CPOH @ 15%

8.1

Code Description Unit Quantity Rate in RsAmount in

Rs

DSR 12.20 Detail of cost for 10 Sqm

DSR7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos 160 12150 1,944.00

DSR2207 Carriage of brick tiles 1000 Nos 160 170.63 27.30

3.8 Lime mortar 1:2 (1 lime: 2 Fine Sand) for bedding Cum 0.224 8,256.64 1,849.49

3.8 Lime mortar 1:2 (1 lime: 2 Fine Sand) for pointing Cum 0.037 8,256.64 305.50

M Rate 5 % crude oil by weight of lime Kg 0.2 100.00 20.00

DSR0123 Mason (brick layer) 1st class day 0.72 393.00 282.96

DSR 0114 Beldar day 3.12 297.00 926.64

DSR 9999 Sundries LS 14.3 1.70 24.31

5,380.19

53.80

5,434.00

815.10

6,249.10

624.91

8.2


Rs

DSR 12.20 Detail of cost for 10 Sqm

DSR 15.26

Demolishing brick tile covering in terracing including

stacking of serviceable material and disposal of

unserviceable material within 50 metres lead

Sqm 10.5 36.95 387.975

4.6Lime concrete with 25mm size brick aggregate and

50% lime mortar 1:2 (1lime:2 Surkhi)Cum 0.075 9,341.38 700.60

DSR7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos 160 12,150.00 1,944.00

DSR2207 Carriage of brick tiles 1000 Nos 160 170.63 27.30

3.8 Lime mortar 1:2 (1 lime: 2 Fine Sand) Cum 0.224 8,256.64 1,849.49

3.8 Lime mortar 1:2 (1 lime: 2 Fine Sand) Cum 0.037 8,256.64 305.50

M Rate 5 % crude oil by weight of lime Kg 0.2 100.00 20.00

8.0 ROOFING

MATERIAL:

LABOUR

Providing and laying Flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1 lime: 2 fine

sand) mixed with 5% crude oil by weight of lime, over 20mm layer of lime mortar 1:2 (1 lime: 2 fine

sand)

Removing brick tiles from 50 to 60cm thick lime terrace and relaying an average thickness 7.5cm laid

to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty:2 Surkhi)

rammed and finished with gur and belgiri treatment complete and covered with brick tiles of class

designation 100 to 50 mm thick red sand stone grouted with lime mortar 1:3(1 Lime: 3 Fine sand) with

5% crude oil by weight of lime over 20mm layer of lime mortar 1:3 (1 lime : 3 fine sand)

MATERIAL:

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

DSR0123 Mason (brick layer) 1st class day 0.72 393.00 282.96

DSR 0114 Beldar day 3.12 297.00 926.64

DSR 9999 Sundries LS 14.3 1.70 24.31

6,468.77

64.69

6,533.46

980.02

7,513.48

751.35

8.3


Rs

M Rate Tiles average size of 200mmx125mmx6mm 1000 Nos 1276 3,000.00 3,828.00

DSR 2207 Carriage of country tiles 1000 Nos 1276 170.63 217.72

DSR 0305

Bamboo Battens 25mm 3.3 M long No 12.00 462.00 5,544.00

M Rate Fibre rope Kg 1.00 50.00 50.00

DSR 1219 Iron Nails Kg 1.00 60.00 60.00

DSR 0859 Oil type wood preservative lit 2 80.00 160.00


DSR 0114 Beldar day 5.00 297.00 1,485.00


DSR 0114 Beldar day 3.00 297.00 891.00

DSR 9999 Sundries L.S 13.00 1.70 22.10

15,401.82

154.01824

15,555.84

2333.3763

17,889.22

1401.9764

8.4


Rs

M Rate Tiles average size of 200mmx125mmx6mm 1000 Nos 1125 3,000.00 3,375.00

DSR 2207 Carriage of country tiles 1000 Nos 1125 170.63 191.96

DSR 1189 Second class teak wood in scantling cum 0.12 160,678.70 19,763.48

DSR 0806 Paint lit 2.00 120.00 240.00

DSR 0859 Oil type wood preservative lit 2 80.00 160.00

DSR 0806 Primer lit 2 120.00 240.00

DSR 1219 Iron Nails Kg 0.55 60.00 33.00

Bamboo Battens 25mm 3.3 M long =Rs.462

MATERIAL:

Total

Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per

approved pattern on Teak wooden frame work complete

Labour - Fixing Battens

Cost of 1 Sqm

Labour - Laying Tiles


Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as per

approved pattern on bamboo frame work complete

Bamboo Battens 25mm 2.5 M long =350

Bamboo Battens 25mm 1 M long =Rs.140

Details of cost for 12.76 Sqm

Cost of 12.76 Sqm

Total


Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

MATERIAL:

Total


Total

Add CPOH @ 15%

DSR 0111 Carpenter day 2.20 393.00 864.60

DSR 0114 Beldar day 1.10 297.00 326.70

DSR 9999 Sundries L.S 13.00 1.70 22.10

25,216.84

252.16839

25,469.01

3820.3511

29,289.36

2928.9358

8.5


Rs

Details of cost for 12 Sqm (2.4mx5m)

DSR 1007 Rolled steel Joists of 160mmx60mm size Quintal 6.92 4,650.00 32,178.00

DSR 2207 Carriage of steel Tonne 0.692 94.80 65.60

DSR 5.9.9


etc. and removal Centering and shuttering including

strutting, propping etc. and removal Arches, domes,

vaults up to 6 m span

Sqm 16.00 1,006.65 16,106.40

5.10

Brick work in gauged arches for span up to 6 metres

with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in lime mortar 1:1:1 (1 lime : 1


Cum 1.34 12,153.31 16,334.04

DSR 1002 Tie rod Kg 4.40 4,500.00 19,800.00

3.16.1 Kafgi cement mix Cum 1.08 8,517.74 9,158.27

DSR 9999 Sundries LS 125 1.70 212.50


DSR 0115 Coolie day 10.00 297.00 2,970.00

DSR 9999 Sundries L.S 58.00 1.70 98.60

89,926.65

899.26646

90,825.91

13623.887

104,449.80

10444.98

8.6

Lime Sand stone


Rs

DSR

11.30.1

Providing Lime stone slab for roofing and laying them in Lime mortar 1:3 over wooden karries or R.C.C.

battens or structural steel sections (karries or battens or structural steel sections to be separetely),

including pointing the ceiling joints with lime mortar 1:3 complete:


MATERIAL:



Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 10 Sqm


Labour

Total

Cost of 1 Sqm

Construction of Jack arched roof using Rolled steel joists, fired clay bricks with Kafgi mix

recommended by by UNESCO

MATERIAL:

Total


Total

Add CPOH @ 15%

M Rate Lime stone of size 15"x9"x7" No 130 34.00 4,420.00

DSR 9999 Carriage LS 34.06 1.70 57.90


For Joining and Pointing 0.049

3.9 Lime mortar 1:3 (1 Lime:3 Coarse sand) 0.049 7,588.17 371.82


DSR 0100 Bandhani day 1.32 328.00 432.96

DSR 0115 Coolie day 1.68 297.00 498.96

DSR 0114 Bhisti day 0.66 328.00 216.48

DSR 9999 Sundries LS 26.91 1.70 45.75

7,883.11

78.83

7,961.94

1,194.29

9,156.23

915.62

8.7


Rs

DSR

11.30.1

3.9 Lime Mortar as a filling material between the pots Cum 0.017 7,588.17 129.00

M Rate Burnt Earthern Pots No 50 12.00 600.00

DSR 0123 Mason Brick I Class day 0.3 393.00 117.90

DSR 0100 Bandhani day 0.13 328.00 42.64

DSR 0115 Coolie day 0.17 297.00 50.49

DSR 0114 Bhisti day 0.06 328.00 19.68

DSR 9999 Sundries LS 12 1.70 20.40

980.11

9.80

989.91

148.49

1,138.40

Cost of 1 Sqm

Total

Add CPOH @ 15%

Cost of 10 Sqm

Total = 11.00 sqm

Total


Labour

Roofing with pot-Providing and laying burnt earthern pots over and between lime concrete/mud

mortar using pots of max dia 150mm to 200 mm and pack the gaps between pots with Lime Mortar

(1:3)


MATERIAL:

Cost of 1 Sqm

Labour

Total


Total

Add CPOH @ 15%

9.1

9.1.1


DSR 13.1.1

3.9Lime mortar1: 3(1 Lime:3 coarse

sand) Cum 0.0224 7,588.17 169.97

DSR 0123 Mason First Class day 0.134 393.00 52.66

DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11

DSR 9999 Scaffolding and Sundries LS 15.132 1.70 25.72

877.77

8.78

886.55

132.98

1,019.53

9.1.2


DSR 13.1.1


sand) Cum 0.0174 7,588.17 132.03


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


839.83

8.40

848.23

127.23

975.47

9.1.3



sand) Cum 0.0144 7,588.17 109.27


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


817.07

8.17

825.24

123.79

949.02

Total

Add CPOH @ 15%

Cost of 1 Sqm

Details of cost for 1 Sqm.

MATERIAL:

LABOUR

MATERIAL:

LABOUR

Cost of 1 Sqm

12mm Thickness

Total


Cost of 1 Sqm

Total


Total

Add CPOH @ 15%

9.0 FINISHES

Lime plaster 1:3 (1 slaked lime : 3 coarse sand)

Total


Total

Add CPOH @ 15%

MATERIAL:

LABOUR

20mm Thickness


15mm Thickness


9.2

9.2.1


3.2Lime mortar1:1:1 (1 Lime:1 surkhi:1

fine sand) Cum 0.022 8,232.80 181.12


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


888.92

8.89

897.81

134.67

1,032.48

9.2.2



fine sand) Cum 0.01725 8,232.80 142.02


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


849.81

8.50

858.31

128.75

987.06

9.2.3



fine sand) Cum 0.0138 8,232.80 113.61


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


821.41

8.21

829.63

124.44

954.07

Total

Add CPOH @ 15%

Total

20mm Thickness Double Coat

MATERIAL:

LABOUR

Total

Total

Add CPOH @ 15%


12mm Thickness

Total

Add CPOH @ 15%

Cost of 1 Sqm



Cost of 1 Sqm


LABOUR


15mm Thickness

MATERIAL:

Lime plaster 1:1:1 (1 slaked lime :1 surkhi: 1 fine sand)

Total


Cost of 1 Sqm

MATERIAL:

LABOUR

9.3

9.3.1


3.10Lime mortar 1:2:1 (1 slaked lime: 2

coarse sand:1 surkhi)Cum 0.0224 6,397.70 143.31


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


851.11

8.51

859.62

128.94

988.56

9.3.2





DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


822.96

8.23

831.19

124.68

955.86

9.3.3





DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


799.93

8.00

807.92

121.19

929.11Cost of 1 Sqm

MATERIAL:

LABOUR

Total


Total

Add CPOH @ 15%

12mm Thickness


MATERIAL:

LABOUR

MATERIAL:

LABOUR

Total

Cost of 1 Sqm



15mm Thickness

Total

Total



Total

Cost of 1 Sqm

Add CPOH @ 15%

Add CPOH @ 15%

Lime plaster 1:2 :1(1 lime putty : 2 coarse sand:1surkhi)

20mm Thickness

9.4

9.4.1


3.5Lime plaster 1:2 (1 lime putty : 2

surkhi)Cum 0.0224 6,565.11 147.06


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


854.86

8.55

863.41

129.51

992.92

9.4.2



surkhi)Cum 0.01725 6,565.11 113.25


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


821.05

8.21

829.26

124.39

953.65

9.4.3



surkhi)Cum 0.0138 6,565.11 90.60


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


798.40

7.98

806.38

120.96

927.34

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

12mm Thickness


MATERIAL:

LABOUR

15mm Thickness

MATERIAL:


LABOUR

Lime plaster 1:2 (1 lime putty : 2 surkhi)

20mm Thickness


Add CPOH @ 15%

Cost of 1 Sqm

Add CPOH @ 15%

Total

Cost of 1 Sqm

MATERIAL:

LABOUR

Total


Total

Total


9.5


3.7Lime mortar1:1 (1 Lime1:2 coarse

sand) Cum 0.0224 7,005.52 156.92


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


864.72

8.65

873.37

131.01

1,004.37

9.6


Marble Powder Cum 0.05 1,000.00 50.00

Lime Quintal 0.05 800.00 40.00

DSR 9999 Dal LS 9 1.70 15.30

DSR 9999 Gur & Belgiri LS 15 1.70 25.50

DSR 0155 Mason (Average) day 0.324 377.00 122.15DSR 0115 Coolie day 0.324 297.00 96.23


365.62

3.66

369.27

55.39

424.67

9.7


Lime Mortar 1 lime: 2 Fine stand Cum 0.005 8,256.64 41.28


DSR 0123 Mason First class day 0.27 393.00 106.11DSR 0115 Coolie day 0.27 297.00 80.19DSR 9999 Scaffolding and Sundries LS 9.672 1.70 16.44

250.83

2.51

253.33

38.00

291.33

Total

Add CPOH @ 15%

Cost of 1 Sqm

Preparing and applying of lime mortar plaster 1 Lime:2 fine sand up to a thickness of

3mm over the lime mortar plaster laid.

MATERIAL:

LABOUR

Total


Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients

followed by grinding to fine paste for smooth finish

LABOUR

Total

Total

Add CPOH @ 15%

Lime plaster 1:2(1 lime putty : 2 coarse Sand)


MATERIAL:


DSR 13.18

& ISOR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Cost of 1 Sqm

MATERIAL:

LABOUR

20mm Thickness First Coat of 12mm and second coat 8mm in each coat

9.8


ISOR 11.8 Lime mortar 1:2:1 Cum 0.025 6,397.70 159.94

DSR 0155 Mason (Average) day 0.1608 377.00 60.62DSR 0115 Coolie day 1.08 297.00 320.76DSR 0114 Bhisti day 1.32 328.00 434.53DSR 9999 Scaffolding and Sundries LS 15.132 1.70 25.72

1,001.58

10.02

1,011.60

151.74

1,163.34

9.9


DSR 13.16

Mud mortar1:3:1 (1 Lime1:3 mud:1

coarse sand) Cum 0.0224 4,989.45 111.76


DSR 0115 Coolie day 0.90 297.00 267.30

DSR 0101 Bhisti day 1.10 328.00 362.11


819.56

8.20

827.76

124.16

951.92

9.10

9.10.1Size 150mm wide and 50mm average

thick


ISOR 1.12 Details of cost for 10m.

3.13Lime plaster 1:3 (1 lime putty : 3 Fine

sand)Cum 0.5 8,782.53 4,391.26

M Rate Bonding Agent (Nitobond SBR) Lit 0.5 400.00 200.00

DSR 0006 Spray Machine for water jet spray day 0.5 250.00 125.00

Labour


DSR 0126Mason (for ornamental stone work)

1 st classday 2 393.00 786.00


Total

Add CPOH @ 15%

Cost of 1 Sqm

Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand)

20mm Thickness First Coat of 12mm and second coat 8mm in each coat


MATERIAL:

LABOUR

Total

ORNAMENTAL PLASTER WORK

Plastering of the dome in lime mortar 1:2:1(1 Lime:2 coarse sand:1 surkhi ) up to

20mm thickness


MATERIAL

LABOUR

Total

Total

Add CPOH @ 15%

Cost of 1 Sqm

Making cornice band with ornamental design as per the conservation Architect's

design with lime plaster (1lime:3 finesand)

MATERIAL

DSR 0114 Beldar day 2.5 297.00 742.50

DSR 0128 Mate day 1 328.00 328.00

DSR 9999 Scaffolding and Sundries LS 100 1.70 170.00

6,825.26

68.25

6,893.52

1,034.03

Cost of 10 m 7,927.54

792.75


thick


ISOR 1.12 Details of cost for 10m.


sand)Cum 0.3 8,782.53 2,634.76



Labour



1 st classday 2 393.00 786.00

DSR 0114 Beldar day 2.5 297.00 742.50

DSR 0128 Mate day 1 328.00 328.00


4,971.26

49.71

5,020.97

753.15

Cost of 10 m 5,774.12

577.41


thick


Details of cost for 10m.


sand)Cum 0.3 8,782.53 2,634.76



Labour



1 st classday 2 393.00 786.00

DSR 0114 Beldar day 2.5 297.00 742.50

DSR 0128 Mate day 1 328.00 328.00


Total


Cost of 1 m

Total


Total

Add CPOH @ 15%

MATERIAL

Add CPOH @ 15%

Total

Cost of 1 m

MATERIAL

Total 4,938.76


Total 4,988.15

Add CPOH @ 15% 748.22

Cost of 10 m 5,736.37

573.64

9.11


ISOR 1.13 Details of cost for 10Sqm.

3.2Lime plaster 1:1:1(1 lime putty : 1

Surkhi:1 Fine sand)Cum 0.486 8,232.80 4,001.14

Labour

M Rate Conservator day 1 1,650.00 1,650.00

M Rate Designer for arts day 4 1,000.00 4,000.00


1 st classday 25 393.00 9,825.00

DSR 0114 Beldar day 14 297.00 4,158.00

DSR 0128 Mate day 10 328.00 3,280.00

DSR 9999Scaffolding and Sundries, natural

additivesLS 851 1.70 1,446.70

Total 28,360.84


Total 28,644.45

Add CPOH @ 15% 4,296.67

Cost of 10 m 32,941.12

3,294.11

9.12


ISOR 7.4 Details of cost for 10Sqm.

3.5Lime plaster 1:2(1 lime putty : 2

Surkhi)Cum 0.0972 6,565.11 638.13

Labour

M Rate Conservator day 2 1,650.00 3,300.00


1 st classday 20 393.00 7,860.00

DSR 0114 Beldar day 20 297.00 5,940.00

DSR 0128 Mate day 1 328.00 328.00

DSR 9999 Scaffolding and Sundries LS 2500 1.70 4,250.00

Total 22,316.13


Total 22,539.29

Add CPOH @ 15% 3,380.89

Cost of 10 m 25,920.18

2,592.02

Cost of 1 m

MATERIAL

Cost of 1 m

MATERIAL

Repairing ornamental plaster works to match with the existing design using lime

plaster (1lime putty:1surkhi:1 Fine sand)

Stucco work in lime, surkhi(1:2) as per traditional practices and design, the mortar

should be prepared by grinding mill only. The thickness varies from 10mm to 100mm

as per design.

Cost of 1 m

9.13Raised and cut lime pointing 1:2 (1

Lime:2 surkhi)

9.13.1


ISOR 2.22 Details of cost for 10 Sqm.

Materials

3.5 Lime mortar 1 lime putty:2 surkhi Cum 0.04 6,565.11 262.60

Labour

DSR 0123 Mason (brick layer) 1 st class day 3 393.00 1,179.00

DSR 0115 Coolie day 2.96 297.00 879.12

DSR 0101 Bhisti day 1.00 328.00 328.00

DSR 9999 Sundries LS 8.50 1.70 14.45

2,663.17

26.63

2,689.81

403.47

3,093.28

309.33

9.13.2


DSR

Materials


Labour

DSR 0123 Mason (brick layer) 1 st class day 2 393.00 786.00

DSR 0115 Coolie day 2 297.00 594.00

DSR 0101 Bhisti day 1.80 328.00 590.40

DSR 9999Sundries,Scaffolding and racking out

joints LS 175.00 1.70 297.50

2,627.14

26.27

2,653.41

398.01

3,051.43

305.14

9.14

9.14.1


ISOR 2.36

Materials


Labour


DSR 0115 Coolie day 1.75 297.00 519.75

DSR 0101 Bhisti day 1.25 328.00 410.00

Cost of 1 Sqm

In Stonework


Total

Total

Add CPOH @ 15%

Cost of 10 Sqm


Cost of 1 Sqm

Recessed lime pointing 1:2 (1 Lime:2 surkhi)

In Stonework


In Brick work


Total

Total

Add CPOH @ 15%

Cost of 10 Sqm

LIME POINTING

DSR 9999Sundries for raking out joints,

cleaning etcLS 155.00 1.70 263.50

1,783.20

17.83

1,801.04

270.16

2,071.19

207.12

9.14.2


9.12.2 Details of cost for 10 Sqm.

Materials


Labour


DSR 0115 Coolie day 0.92 297.00 273.24

DSR 0101 Bhisti day 1.67 328.00 549.07

DSR 9999Sundries for raking out joints,

cleaning etcLS 125.00 1.70 212.50

1,527.67

15.28

1,542.95

231.44

1,774.39

177.44

9.15

9.15.1


Materials


Labour


DSR 0115 Coolie day 2.5 297.00 742.50

DSR 0101 Bhisti day 0.97 328.00 316.52

DSR 9999 Sundries LS 155 1.70 263.50

2,371.12

23.71

2,394.84

359.23

2,754.06

275.41

9.15.2


DSR

13.31.1Materials


Total

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 1 Sqm


Total

Total

Add CPOH @ 15%

In Brick Work

Flush Pointing with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi)

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

In stone Work


Cost of 1 Sqm

In Brick Work



Labour


DSR 0115 Coolie day 1 297.00 297.00

DSR 0101 Bhisti day 1.25 328.00 410.00

DSR 9999Sundries,Scaffolding and racking out

jointsLS 143 1.70 243.10

1,579.44

15.79

1,595.24

239.29

1,834.52

183.45

9.16



Materials


Labour


DSR 0115 Coolie day 0.85 297.00 252.45

DSR 0114 Beldar day 0.20 297.00 59.40

DSR 9999 Scaffolding, pumps for watering 8% 209.2

DSR 9999 Sundries & Contingencies 3% 78.45

2,903.08

29.03

2,932.11

439.82

3,371.93

337.19

9.17



Materials


Labour


DSR 0115 Coolie day 0.9 297.00 267.30

DSR 0114 Beldar day 0.20 297.00 59.40

Scaffolding, pumps for watering 155.3868

Sundries & Contingencies 74.6

2,919.22

29.19

2,948.41

442.26

3,390.67

339.07


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 1 Sqm

Add CPOH @ 15%

Cost of 10 Sqm

Total

Ruled Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty :2 Surkhi)

Total


Total


Total

Struck or weathered Pointing on brickwork with lime surkhi mortar 1:2 (1 lime putty

:2 Surkhi)

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

9.18



DSR 0982 Coarse sand Cum 0.11 1,120.00 123.20

DSR 1182 Brick Jeera Cum 0.11 700.00 77.00

DSR 0773 Lime Quintal 0.69 800.00 552.00


DSR 0123 Mason (brick layer) 1 st class day 3.05 393.00 1,198.65

DSR 0114 Beldar day 3.00 297.00 891.00

DSR 0115 Coolie day 1 297.00 297.00

DSR 0101 Bhisti day 1.00 328.00 328.00

DSR 9999 Sundries LS 34.00 1.70 57.80

3,580.75

35.81

3,616.56

542.48

4,159.04

415.90

9.19



DSR 0773 Lime mortar 1:1:1 Cum 0.1 6,806.02 680.60


DSR 0114 Beldar day 3.00 297.00 891.00

DSR 9999 Sundries LS 125.00 1.70 212.50

2,766.60

27.67

2,794.27

419.14

3,213.41

321.34

Total

Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1

(1Lime:1coarse sand:1Brick jeera)

Materials



Labour

Total

Add CPOH @ 15%

Extra Labour for mixing

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 10 Sqm

Cost of 1 Sqm

Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1

(1Lime:1coarse sand:1 Surkhi)

Materials

Labour

Total

Add CPOH @ 15%

Total

10.1

Red Sand stone -Exposed face fine dressed with rough

backing

10.1.1 70mm thick



MATERIAL:

DSR 1160Finished work 70cudm + add wastage 33.3% =23.31 . Total

93.3110 cudm 93.31 65.00 606.52

3.7 Mortar for laying and pointing Cum 0.02 7,005.52 151.32

DSR 2216

Carriage of stone blocks white & red sand stone & kota

stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215

t

tonne 0.22 94.80 20.38

DSR 9999 Extra for using Sand dust powder and polimer LS 123.00 1.70 209.10



DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25

DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical

devicem 4.00 9.00 36.00


2,488.08

24.88

2,512.96

376.94

2,889.90

10.1.2 60mm thick



MATERIAL

DSR 1160Finished work 60cudm + add wastage 33.3% =19.98 . Total=

8010 cudm 80.00 65.00 520.00


DSR 2216Carriage of stone blocks white & red sand stone & kota

stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 ttonne 0.18 94.80 17.44




Fixing charges

Dressing charges

Total

10.0 STONE WORKS

Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout

of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar and an

admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of

cramps and pins which shall be paid for separately) :

LABOUR


Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Dressing charges

DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,381.63

23.82

2,405.44

360.82

2,766.26

10.1.3 50mm thick



MATERIAL


66.6510 cudm 66.70 65.00 433.55



stone slab @ 2.30kg/cudmtonne 0.15 94.80 14.54




DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,225.49

22.25

2,247.74

337.16

2,584.90

10.1.4 40mm thick



MATERIAL:

DSR 1160 Finished work 40cudm + add wastage 33.3% 10 cudm 53.32 65.00 346.58


Fixing charges

Dressing charges

Fixing charges

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Total


Total



DSR 9999 Extra for using Sand dust powder LS 32.29 1.70 54.90



DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,012.00

20.12

2,032.12

304.82

2,336.93

10.1.5 30mm thick


MATERIAL:








DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


1,922.44

19.22

1,941.67

291.25

2,232.92

Total

LABOUR

Dressing charges

Fixing charges

Total

Add CPOH @ 15%

Cost of 1 Sqm

Cost of 1 Sqm

Total


LABOUR

Dressing charges

Fixing charges


Total

Add CPOH @ 15%

10.2Red Sand stone -Exposed face machine cut and table

rubbed with rough backing

10.2.1 70mm thick



MATERIAL




stone slab @ 2.30kg/cudm tonne 0.21 94.80 20.35




DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00

DSR 9999 Scaffolding and sundries L.S 95.00 1.70 161.50

3,343.13

33.43

3,376.56

506.48

3,883.05

10.2.2 60mm thick



MATERIAL:


3.1.7 Mortar for laying and pointing Cum 0.02 7,005.52 151.32






DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00

Fixing charges

Dressing charges

Fixing charges

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Dressing charges


3,194.08

31.94

3,226.02

483.90

3,709.93

10.2.3 50mm thick



MATERIAL:


66.6510 cudm 66.65 65.00 433.23







DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical m 4.00 9.00 36.00DSR 9999 Scaffolding and sundries L.S 65.00 1.70 110.50

3,077.33

30.77

3,108.10

466.22

3,574.32

10.2.4 40mm thick



MATERIAL:








DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

Dressing charges

Fixing charges

Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

LABOUR


Total

Cost of 1 Sqm


Total

Dressing charges

Fixing charges

Add CPOH @ 15%

Total

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,909.58

29.10

2,938.67

440.80

3,379.48

10.2.5 30mm thick



MATERIAL:








DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,803.03

28.03

2,831.06

424.66

3,255.72

10.3


10.3.1 70mm thick


MATERIAL



DSR 2216


stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215

t

tonne 0.21 94.80 20.35




DSR 0114 Beldar day 0.22 297.00 66.53

LABOUR

Dressing charges

Fixing charges

Dressing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

White Sand stone -Exposed face fine dressed with rough backing

Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Total


DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,691.10

26.91

2,718.01

407.70

3,125.71

10.3.2 60mm thick



MATERIAL:

DSR 1161 Finished work 60cudm + add wastage 33.3% =19.98 . 10 cudm 79.98 70.00 559.86



stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 ttonne 0.18 94.80 17.44




DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,552.38

25.52

2,577.91

386.69

2,964.59

10.3.3 50mm thick



DSR 1161 Finished work 50cudm + add wastage 33.3% =16.65 . 10 cudm 66.65 70.00 466.55




Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Fixing charges

LABOUR

Total

MATERIAL


Total

Add CPOH @ 15%

Cost of 1 Sqm




DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 361.00 40.43

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,449.73

24.50

2,474.23

371.13

2,845.36

10.3.4 40mm thick










DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,317.45

23.17

2,340.62

351.09

2,691.72

Total

Add CPOH @ 15%

Cost of 1 Sqm


Total

Add CPOH @ 15%

Cost of 1 Sqm

Total


LABOUR

Dressing charges

Fixing charges

MATERIAL

Dressing charges

Fixing charges

LABOUR

Total

10.3.5 30mm thick





DSR 2216 Carriage of stone blocks white & red sand stone & kota tonne 0.09 94.80 8.72




DSR 0114 Beldar day 0.22 297.00 66.53

DSR 0115 Coolie day 0.11 297.00 33.26

DSR 0100 Bandhani day 0.22 328.00 73.47


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,204.23

22.04

2,226.27

333.94

2,560.22

10.4

10.4.1 70mm thick










DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

Total

Add CPOH @ 15%

Cost of 1 Sqm

MATERIAL:

LABOUR

Dressing charges

White Sand stone -Exposed face machine cut and table rubbed with rough backing

Fixing charges

LABOUR

Dressing charges

Fixing charges

Total


MATERIAL

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25

DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical m 4.00 9.00 36.00


3,381.29

33.81

3,415.10

512.27

3,927.37

10.4.2 60mm thick










DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


3,256.17

32.56

3,288.73

493.31

3,782.04

10.4.3 50mm thick



66.6510 cudm 66.65 70.00 466.55

3.7 Extra for using Sand dust powder and polimer Cum 0.02 7,005.52 151.32






DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

Dressing charges

MATERIAL

LABOUR

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm


MATERIAL

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


3,137.86

31.38

3,169.23

475.39

3,644.62

10.4.4 40mm thick










DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


3,007.64

30.08

3,037.72

455.66

3,493.37

10.4.5 30mm thick







Add CPOH @ 15%

Cost of 1 Sqm


MATERIAL

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

MATERIAL

LABOUR

Total


Total

Dressing charges

Fixing charges



DSR 0114 Beldar day 0.45 297.00 133.06

DSR 0115 Coolie day 0.22 297.00 66.53

DSR 0100 Bandhani day 0.45 328.00 146.94


DSR 0100 Bandhani day 0.40 328.00 132.25

DSR 0114 Beldar day 0.40 297.00 119.75

DSR 0115 Coolie day 0.40 297.00 119.75

DSR 0101 Bhisti day 0.40 328.00 132.25


devicem 4.00 9.00 36.00


2,894.42

28.94

2,923.37

438.50

3,361.87

10.5

25 mm thick Kota stone slabs exposed face dressed and

rubbed



DSR 1169 Kota stone slab 25mm thick (rough chiseled) Sqm 11.50 210 2,415.00

3.7 Limemortar 1:2 (1 Lime :2 Coarse sand) Cum 0.24 7,005.52 1,681.32

DSR 9999 Lime mortar for pointing LS 235.00 1.70 399.50



DSR 0125 Mason (for plain stone work) 2nd class day 7.80 361.00 2,815.80

DSR 0114 Beldar day 7.80 297.00 2,316.60

DSR 0115 Coolie day 5.16 297.00 1,532.52

DSR 0139 Skilled Beldar (For floor rubbing etc) day 12.96 328.00 4,250.88

DSR 9999 Sundries LS 133.85 1.70 227.54

15,701.85

157.02

15,858.87

2,378.83

16,015.89

1,601.59

10.6

40 mm thick Dholpur stone slabs

Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout

of average 20 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1 lime

: 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing and

the sides by means of cramps and pins which shall be paid for separately) :

Wall lining butch work upto 10 m height with Dholpur stone 40 mm thick rough facing on the exposed

surface with stone strips of minimum length 300 mm and required width, including embedding every tenth

layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and

by providing layer of 75 mm thick strips i/c 20 mm thick bed of lime mortar 1:3 (1 lime : 3 coarse sand) i/c

ruled pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment to match the shade

of stone complete as per direction of Engineer-incharge

Cost of 1 Sqm

Total


Total

Add CPOH @ 15%

LABOUR

Cost of 10 Sqm

MATERIAL

LABOUR

Cost of 1 Sqm

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%


DSR 7.36

DSR 1165Dholpur stone 40mm thick Wall face = 1.00sqm. Deduct for

embed within 3x0.04x0.10=0.012 sqm Sqm 0.94 215 201.80

DSR 1163 White sand stone slab 75 mm thick (un-dressed) Sqm 0.13 300 39.00

DSR 2216


stone slab @ 2.30kg/cudm 0.94x0.04 =0.0376 cum.

0.13x0.075 =0.01 cum=0.0476 Cum=47.6 cudm

tonne 0.11 94.80 10.38

DSR 1237

Cutting marble or sand stone slab up to 50mm thick by

mechanical device assuming 50mm thick strips 20x1.0 =

20metre lime mortar with coarse sand 1:2 for (a) stone

backing 12mm thick = 0.0144 cum (b) for fixing of stone =

0.40/25 = 0.0160 cum Total = 0.0304 cum

m 20.00 9.00 180.00

3.7 Limemortar 1:2 (1 Lime :2 Coarse sand) 20mm thickness Cum 0.03 7,005.52 212.97

DSR 18.78

Making chases up to 7.5x7.5 cm in walls including making

good and finishing with matching surface after housing G.I.

pipe etc

m 3.00 77.65 232.95

DSR 9999 Lime mortar for pointing LS 48.52 1.70 82.48



DSR 0114 Beldar day 0.60 297.00 178.20

DSR 0101 Bhisti day 0.04 328.00 11.81

DSR 9999 Sundries and scaffolding brushes etc LS 32.29 1.70 54.90

1,430.68

11.98

1,442.65

181.46

1,624.11

10.7


DSR 8.1.1.2 Details of cost for 1 sqm.

DSR 7453Raj nagar plain white marble (table rubbed and polished) 18

mm thick (slab area more than 0.50 sqm) Sqm 1.20 1,100.00 1,320.00


stone slabtonne 0.06 94.80 5.69



DSR 0100 Bandhani day 0.80 328.00 263.71

DSR 0114 Beldar day 0.80 297.00 238.79

DSR 0115 Coolie day 0.80 297.00 238.79

DSR 0128 Mate day 0.40 328.00 129.89

DSR 0102 Blacksmith 1st class day 0.32 393.00 127.33

DSR 9999 Sundries and scaffolding LS 32.29 1.70 54.90

2,950.03

29.50

2,979.53

Cost of 1 Sqm

MATERIAL

LABOUR

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work),

backing filled with a grout of average 20 mm thick in lime mortar 1:3 (1 lime : 3 coarse sand), including

pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the marble

shade (To be secured to the backing by means of cramps, which shall be paid for separately).

Total


Total

LABOUR

Total


Total

Add CPOH @ 15%

MATERIAL


446.93

3,426.46

10.8


DSR 8.1.1.2 Details of cost for 1 sqm.

DSR 7453Raj nagar plain white marble (table rubbed and polished) 18

mm thick (slab area more than 0.50 sqm) Sqm 1.40 1,100.00 1,540.00


stone slabtonne 0.06 94.80 5.69



DSR 0100 Bandhani day 1.01 328.00 329.64

DSR 0114 Beldar day 1.01 297.00 298.49

DSR 0115 Coolie day 1.01 350.00 351.75

DSR 0128 Mate day 0.50 120.00 59.40

DSR 0102 Blacksmith 1st class day 0.41 510.00 206.55

DSR 9999 Sundries and scaffolding LS 32.29 1.70 54.90

3,547.33

35.47

3,582.80

537.42

4,120.22

10.12


DSR 7.31

Quantity of stone for 1 bracket 1 x 55 x 22.5 x 45cm =

0.056cum or 56 cudm. Considering 10% wastage61.26

DSR 1160 Red sand stone block 10 cudm 61.26 65.00 398.17

3.7 lime Mortar 1:2 (1lime:2 coarse sand)for laying and pointing Cum 0.21 7,005.52 147.12




DSR 0102 Blacksmith 1 st class day 0.04 393.00 14.54

DSR 0114 Beldar day 0.27 297.00 80.49

DSR 0115 Coolie day 0.14 297.00 40.24

DSR 0100 Bandhani day 0.27 328.00 88.89

DSR 0373 Cramp Gun metal 25x6x300 mm Each 4.00 80.00 320.00


DSR 0102 Blacksmith 1 st class day 0.04 393.00 15.85

DSR 0114 Beldar day 0.15 297.00 43.91

DSR 0115 Coolie day 0.15 297.00 43.91

Fixing charges

Details of cost for 1 bracket

MATERIAL

LABOUR:

Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and

fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding over dome (veneer

work), backing filled with a grout of average 20 mm thick in lime mortar 1:3 (1 lime : 3 coarse sand),

including pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the

marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).

Add CPOH @ 15%

Cost of 1 Sqm

Cost of 1 Sqm

MATERIAL

LABOUR

Total


Total

Add CPOH @ 15%

Dressing charges

DSR 0100 Bandhani day 0.15 328.00 48.49

DSR 0101 Bhisti day 0.15 328.00 48.49

DSR 0126Extra labour for ornamental finish Mason (for ornamental

stone work) 1 st classday 1.14 393.00 448.02


2,955.83

29.56

2,985.39

447.81

3,433.20

10.13

10.12.1


DSR 7.28.1

Chisel dressed 80cm sloping length plus 20cm bearing Area

= 2.5xl.00=2.50sqm

DSR 1164 Red sand stone slab 40 mm thick (un-dressed) Sqm 2.75 190.00 522.50



DSR 0125 Mason (for plain stone work) 2nd class day 0.50 361.00 180.50Anchoring steel bars 12mm dia. 45cm long 5 Nos. @

0.80kg/m = 0.02qDSR 1002 Mild steel round bar 12 mm dia and below quintal 0.02 4,500.00 90.00

DSR 9999 Cutting threads and cost of nuts, washers, etc LS 67.34 1.70 114.48

DSR 9999 Pigment LS 25.00 1.70 42.50

DSR 9999 Extra for using lime LS 98.00 1.70 166.60


DSR 0114 Beldar day 1.80 297.00 534.60


Brick cover support 4 courses with bricks of class

designation 75 4x7+5+5=38cm girth 2.5m length

DSR 9999 Cost of Brick cover support. LS 175.00 1.70 297.50

5.6.1

Brick work in triangular gap above cover with bricks of class

designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine

sand)-1/2x2.5x0.2x0.07=0.018cum

Cum 0.02 9,613.35 207.65

3,217.01

30.09

3,247.10

455.92

3,703.02

1,851.51

10.12.2


DSR 7.28.2 Details of cost for a chajja of 2.00 sqm (finished work)

Cost of 1 Sqm

White sand stone

Details of cost for a chajja of 2.00 sqm (finished work)

MATERIAL

LABOUR:

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 2 Sqm

Cost of 1 Sqm

Red sand stone

Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured

along the slope in lime mortar 1:1:1 (1 lime : 4 coarse sand) with 12 mm diameter anchoring steel bar, 45

cm long, fixed in each stone and supported on and including with bricks cove in lime mortar 1:4 (1lime : 4

coarse sand), including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of

pigment matching the stone shade

Total


Total

Add CPOH @ 15%

Chisel dressed 80cm sloping length plus 20cm bearing Area

= 2.5xl.00=2.50sqm

DSR 1165 white sand stone slab 40 mm thick (un-dressed) Sqm 2.75 215.00 591.25




Anchoring steel bars 12mm dia. 45cm long 5 Nos. @

0.80kg/m = 0.02q

DSR 1002 Mild steel round bar 12 mm dia and below quintal 0.02 4,500.00 90.00

DSR 9999 Cutting threads and cost of nuts, washers, etc LS 67.34 1.70 114.48

DSR 9999 Pigment LS 25.00 1.70 42.50



DSR 0114 Beldar day 1.80 297.00 534.60


Brick cover support 4 courses with bricks of class

designation 75 4x7+5+5=38cm girth 2.5m length

=38cmx2.5m=95cm

DSR 9999 Cost of Brick cover support. LS 175.00 1.70 297.50

5.6.1

Brick work in triangular gap above cover with bricks of class

designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine

sand)-1/2x2.5x0.2x0.07=0.018cum

Cum 0.02 9,613.35 207.65

3,285.76

30.78

3,316.54

466.33

3,782.88

1,891.44

10.14

10.14.1


DSR 7.29.1

Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =

2.25 sqm





DSR 9999 Pigment LS 6.25 1.70 10.63



DSR 0114 Beldar day 0.96 297.00 285.12

Total

Cost of 2 Sqm

Cost of 1 Sqm

Red sand stone

MATERIAL

LABOUR:

LABOUR:

Dressing charges

Fixing charges

Total


Details of cost for (2.5x0.75m)= 1.875 sqm

Dressing charges

Fixing charges

Add CPOH @ 15%

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar

1:3 (1 lime : 3 coarse sand) including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an

admixture of pigment matching the stone shade


1,916.49

19.16

1,935.65

290.35

2,226.00

1,187.20

10.14.2


DSR 7.29.2

Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =

2.25 sqm

DSR 1165 White sand stone slab 40 mm thick (un-dressed) Sqm 2.25 215.00 483.75




DSR 9999 Pigment LS 6.25 1.70 10.63



DSR 0114 Beldar day 0.96 297.00 285.12


2,079.84

20.80

2,100.63

315.10

2,415.73

1,288.39

10.15


DSR 7.30

overall width 0.70+0.15=0.85 metres. Total area =

1.6x0.85=1.36sqm

Red stone brackets (chisel dressed) 30mm average

thickness over all width of brackets 0.53+0.23=0.76m

2x0.3x0.76=0.46 Total 1.36+0.46 =1.82sqm Add wastage

@10% = 0.18sqm. Total = 2.00



3.9 Lime Mortar 1:3(1 Lime: 3 Coarse sand) Cum 0.01 7,588.17 68.29


DSR 0114 Beldar day 0.60 297.00 178.20


1,378.33

13.78

1,392.11Total

Total

Add CPOH @ 15%

Cost of 1.875 Sqm

Cost of 1 Sqm

Cost of 1 Sqm

White sand stone

LABOUR:

Dressing & Fixing charges

Total


Details of cost for (2.5x0.75m)= 1.875 sqm

Details of cost for window 1.6m length and 0.70m width = 1.12 sqm

MATERIAL

LABOUR:

Dressing charges

Fixing charges

Total


Cost of 1.875 Sqm

MATERIAL

Total


Total

Add CPOH @ 15%

30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with

lime mortar 1:3 (1 lime : 3coarse sand), including finishing complete

208.82

1,600.93

10.16

10.16.1


DSR 7.32.1 &

ISOR 2.19

Details of cost for cornices (30cm long 30cm deep and

7.5cm project-iron) = 6.75cudm or 0.00675 cum.

6.6.1.1 Rate as per Item Number 6.6.1.1 of SH: cum 0.01 30,640.50 206.82

DSR 9999Extra for using stone dust powder and labour for making

cornicesL.S 6.40 1.70 10.87


DSR 0114 Beldar day 0.15 297.00 44.55

109.57

1.10

110.67

16.60127.27

334.09

49,495.21

10.16.2

DSR 7.32.2Details of cost for cornices (30cm long 30cm deep and

7.5cm project-iron) = 6.75cudm or 0.00675 cum.

6.6.2.2 Rate as per Item Number 6.6.1.2 of SOR: cum 0.01 31,316.52 211.39

DSR 9999Extra for using stone dust powder and labour for making

cornicesL.S 6.40 1.70 10.87


DSR 0114 Beldar day 0.16 297.00 46.04

112.86

1.13

113.99

17.10

131.09

342.48

50,737.35

10.17

10.17.1


DSR 7.33.1




MATERIAL

White Sand stone

Total


Total

Add CPOH @ 15%

Cost of 0.00675 Cum

Cost of 1 Cum

Red sand stone


Cost of 1 Sqm

MATERIAL:

LABOUR

Total


Total

Red Sand stone

Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in lime mortar

1:1:1 (1 lime : 1Surkhi:1 Fine sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an

admixture of pigment matching the stone shade

Add CPOH @ 15%

Cost of 0.00675 Cum

Cost of 1 Cum

Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:3 (1 lime : 3 coarse sand), including

pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment, matching the stone

shade, jali slab without any chamfers etc

MATERIAL:

LABOUR

Add CPOH @ 15%



DSR 0114 Beldar day 14.37 297.00 4,266.41

DSR 9999 Sundries LS 80.73 1.70 137.24

12,530.05

125.30

12,655.35

1,898.30

14,553.66

10.17.2

C Code Description Unit Quantity Rate in Rs Amount in Rs

DSR 7.33.2

DSR 1165 White sand stone slab 30 mm thick (un-dressed) Sqm 1.10 215.00 236.50





DSR 0114 Beldar day 14.45 297.00 4,291.50

DSR 9999 Sundries LS 80.73 1.70 137.24

12,628.50

126.28

12,754.78

1,913.22

14,668.00

10.18

10.18.1


DSR 11.28.1



Total = 11.00 sqm

DSR 1174 Red sand stone slab 45 mm to 50 mm thick (un-dressed) Sqm 11.00 172.00 1,892.00

DSR 9999 Carriage LS 34.06 1.70 57.90

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

i. For bedding 0.22


3.3 Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand) 0.25 6,806.02 1,701.50

DSR 0123 Mason Brick I Class day 5.43 393.00 2,132.03DSR 0100 Bandhani day 1.93 328.00 631.40DSR 0115 Coolie day 0.96 297.00 285.86DSR 0114 Bhisti day 0.47 297.00 140.33DSR 9999 Sundries LS 150.00 1.70 255.00

7,096.03

70.96

7,166.99

1,075.05

8,242.03


Total

Add CPOH @ 15%

Cost of 10 Sqm

White sand stone


MATERIAL

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Red Sand stone


Material

LABOUR:

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Total

Sandstone flooring as a plinth protection around the building using sand stone of 50mm thick & 1:1:1 lime

mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.

824.20

10.18.2


DSR 11.28.2



Total = 11.00 sqm

DSR 1175 Red sand stone slab 45 mm to 50 mm thick (un-dressed) Sqm 11.00 225.00 2,475.00

DSR 9999 Carriage LS 34.06 1.70 57.90

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

i. For bedding 0.22


3.3 Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand) 0.25 6,806.02 1,701.50

DSR 0123 Mason Brick I Class day 5.43 393.00 2,132.03DSR 0100 Bandhani day 1.93 328.00 631.40DSR 0115 Coolie day 0.96 297.00 285.86DSR 0114 Bhisti day 0.47 297.00 140.33DSR 9999 Sundries LS 150.00 1.70 255.00

7,679.03

76.79

7,755.82

1,163.37

8,919.19

891.92

Cost of 1 Sqm

White Sand stone

Cost of 10 Sqm

Cost of 1 Sqm


Material

Total


Total

Add CPOH @ 15%

11.1


ISOR 4.2

MATERIAL

3.7 Lime plaster 1:2 (1 lime putty : 2 Coarse sand) Cum 0.23 7,005.52 1,611.27

LABOUR

DSR 0155 Mason (Average) day 1.21 377.00 456.17

DSR 0114 Beldar day 1.83 297.00 543.51

DSR 0101 Bhisti day 0.92 328.00 301.76


2,915.90

29.16

2,945.06

441.76

3,386.82

1,354.73

11.2


DSR 14.13

LABOUR


DSR 0114 Beldar day 0.54 297.00 160.38


DSR 3.18 Mud mortar Cum 0.24 366.20 87.89

DSR 0308 Bhusa Quintal 0.08 400.00 33.60

Gobri mortar

DSR 3.18 Mud mortar Cum 0.12 366.20 43.94

LABOUR

DSR 0114 Beldar day 0.25 297.00 74.25

3.12 lime mortar 1:3 (1 lime: 3 fine sand) Cum 0.09 8,782.53 803.60


MATERIAL

MATERIAL

Details of cost for 2.5Sqm.

Details of cost of 10 Sqm

(i) Dismantling tiles/bricks in lime mortar including removing mud plaster and cleaning the

(ii) Preparing the surface, for mud phuska to proper slope, relaying mud plaster gobri leeping

(iii) relaying tiles/bricks including lime mortar 1:3 (1 lime: 3 fine sand) for grouting

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

11.0 REPAIRS AND RECONSTRUCTION

10 to 30mm thick

Total


Total

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 traditional practice (by hand grinder) in

3 course & loi, tamping, 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)

Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or

bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying

mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand),

including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable

material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres

lead.

DSR 0114 Beldar day 2.25 297.00 668.25

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 9999 Disposal for mulba LS 15.00 1.70 25.50

DSR 9999 Sundries LS 155.00 1.70 263.50

3,678.64

36.79

3,715.43

557.31

4,272.74

427.27

11.3


DSR 14.13

LABOUR

13.1.2 (i) Removing Brick tiles from existing roof Sqm 10.00 140.43 1,404.31(ii) Preparing the surface, for lime mortar to

proper slope, relaying lime mortar 1:2 (1lime

putty: 2 Surkhi)DSR 0123 Mason First Class day 0.35 393.00 137.55

8.1 Lime mortar 1:2 (1 lime: 2surkhi) Cum 1.01 9,341.38 9,458.15

8.2Flat brick/ terracotta tiles with lime mortar 1:2 (1

lime: 2 fine sand)Sqm 10.50 624.91 6,561.55

DSR 9999 Disposal for mulba LS 35.00 1.70 59.50

DSR 9999 Sundries LS 125.00 1.70 212.50

17,833.56

178.34

18,011.90

2,701.78

20,713.68

2,071.37

11.4

11.4.1


DSR 14.14

LABOUR

Dismantling existing stone, slabs roofing 1x10.00

sqmx0.05m = 0.50 cum

DSR 0114 Beldar day 0.95 297.00 282.15

DSR 0115 Coolie day 0.45 297.00 133.65

MATERIAL

Total


Total

Add CPOH @ 15%

Red/ White Sand stone


Cost of 10 Sqm

Cost of 1 Sqm


Total


Total

Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an average

thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50% lime mortar 1:2

(lime putty : 2surkhi) rammed and finished with gur and belgiri treatment complete and covered

with flat brick tiles of class designation 100 or 50mm thick red sand stone grouted with lime

mortar 1:3(1 lime : 3 fine sand) mixed with 2% of integral water proofing compound by weight

of lime, over 12mm layer of lime mortar 1:3(1lime:3 fine sand) or 25mm thick lime surkhi mortar

1:1:1(1 lime:1 surkhi:1fine sand) including filling the joints in rich lime mortar mixed with water

proofing compound and pigment to match the shade of stone and finished neat.

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

(iii) relaying tiles/bricks including lime mortar 1:2 (1 lime: 2 fine sand) for grouting

Replacing Red/white sand stone slabs in roofing, laid in lime mortar 1:3 (1 lime : 3 coarse sand),

including necessary repairs and lime pointing with same mortar complete, including disposal of

rubbish to dumping ground within 50 metres of lead :

DSR 9999 Sundries LS 25.00 1.70 42.50

DSR 9999 Cleaning the surface including necessary repairs LS 55.00 1.70 93.50

DSR 1174Red sand stone slab 45 mm to 50 mm thick (un-

dressed)Sqm 11.00 172.00 1,892.00


& kota stone slabSqm 1.39 94.80 131.91

3.1.9 Lime mortar 1:3(1lime:3 coarse sand) Cum 0.11 7,588.17 849.87

LABOUR

DSR 0123 Mason First class day 3.50 393.00 1,375.50

DSR 0100 Bandhani day 4.00 328.00 1,312.00

DSR 0115 Coolie day 3.50 297.00 1,039.50

DSR 0101 Bhisti day 1.50 328.00 492.00

DSR 9999 Sundries LS 125.00 1.70 212.50

DSR 2264 Carriage of rubbish Cum 0.50 106.64 53.32

7,910.41

79.10

7,989.51

1,198.43

9,187.94

918.79

11.4.2


DSR 14.14

LABOUR

Dismantling existing stone, slabs roofing 1x10.00

sqmx0.05m = 0.50 cum

DSR 0114 Beldar day 0.95 297.00 282.15

DSR 0115 Coolie day 0.45 297.00 133.65

DSR 9999 Sundries LS 25.00 281.45 7,036.25

DSR 9999 Cleaning the surface including necessary repairs LS 55.00 1.70 93.50

DSR 7296Granite of any colour, 30 mm thick (slab area

upto 0.50 sqm)Sqm 11.00 2,300.00 25,300.00


& kota stone slabSqm 1.39 94.80 131.91

3.9 Lime mortar 1:3(1lime:3 coarse sand) Cum 0.11 7,588.17 849.87

LABOUR


DSR 0100 Bandhani day 1.00 328.00 328.00

DSR 0115 Coolie day 0.75 297.00 222.75

DSR 0101 Bhisti day 0.50 328.00 164.00

DSR 9999 Sundries LS 98.00 1.70 166.60

DSR 2264 Carriage of rubbish Cum 0.50 106.64 53.32

35,096.06

350.96

35,447.02

5,317.05

40,764.07

4,076.41

Cost of 1 Sqm

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

MATERIAL

Granite/ Marble stone


Add CPOH @ 15%

Cost of 10 Sqm

MATERIAL

Total


Total

11.5


ISOR 8.1 Details of cost of 10 m

DSR 0773 Lime for plaster work on both sides Quintal 2.00 800.00 1,600.00

DSR 0773 Lime to consolidate the fabric Quintal 2.00 800.00 1,600.00

DSR 0773Lime for cleaning after racing out the existing

pointingQuintal 0.50 800.00 400.00

DSR 0983 fine sand including wastage Cum 4.20 650.00 2,730.00

DSR 0006 Gusmer for spray of chemicals Days 4.00 250.00 1,000.00

M Rate Grouting Machine Days 4.00 1,000.00 4,000.00

M rate Conservator Days 1.00 1,650.00 1,650.00

DSR 0123 Mason 1st class Days 10.00 393.00 3,930.00

DSR 0114 Beldar Days 10.00 297.00 2,970.00

DSR 0128 Mate Days 8.00 328.00 2,624.00

DSR 9999 Labour for drilling holes LS 130.00 1.70 221.00

DSR 9999 Sundries & Scaffolding LS 250.00 1.70 425.00

23,150.00

231.50

23,381.50

3,507.23

26,888.73

2,688.87

11.6


DSR 11.28.1



DSR 2215 Carriage LS 1.37 125.47 171.89

3.3 Lime mortar 1:3(1 Lime:3 Coarse sand) 0.30 7,588.17 2,276.45


DSR 0100 Bandhani day 1.91 328.00 625.82

DSR 0115 Coolie day 0.85 297.00 253.04

DSR 0114 Bhisti day 0.11 328.00 35.42

DSR 9999 Sundries LS 3.00 1.70 5.10

4,858.25

48.58

4,906.84

736.03

5,642.86

Stone consolidation-removing the loose/damaged stone and reconsolidating with new

stone/reusable stone with lime mortar(1:3) wherever necessary

Details of cost for 1cum

Material

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Cum

Cost of 1 m

Cost of 10 m

Total

Add CPOH @ 15%

Providing post dated Damp Proof Course (DPC) by raking out mortar from brickwork atleast

75mm deep from both faces of wall at plinth height. The cavities formed must be cleaned by

flushing with clean water. The clean surface with open cavities are next treated with limewater

to attempt to consolidate the friable areas. The consolidation treatment is followed by pressure

grouting with a line of close-spaced drilling (average 150mm centres) to be made and silicone

solutions in solvent and the siliconate/latex mixture are pumped in under pressure.

MATERIAL

Equipment

LABOUR

Total


12.1


ISOR 9.1

3.3 Lime mortar 1:1:1 Cum 0.03 6,806.02 204.18

DSR 0006 sprayer for chemicals Days 0.05 250.00 12.50

M Rate Grouting Machine Days 0.01 1,000.00 10.00

M Rate Stone cutter machine Days 0.05 650.00 32.50

Mrate Conservator Days 0.01 1,650.00 16.50

DSR 0123 Mason 1st class Days 0.25 393.00 98.25

DSR 0114 Beldar Days 0.25 297.00 74.25

DSR 0128 Mate Days 0.05 328.00 16.40

DSR 9999 Sundries , Polimer & Scaffolding LS 89.00 1.70 151.30

615.88

6.16

622.04

93.31

715.35

71.53

12.2


DSR 8737 Stainless steel Wire mesh sqm 1.02 830.00 846.60

DSR 8666 Stainless steel screws 100 Nos 120.00 32.00 38.40

DSR 0123 Mason day 0.05 393.00 19.65

DSR 0114 Beldar day 0.05 297.00 14.85

DSR 9999 Sundries LS 48.00 1.70 81.60

1,001.10

10.01

1,011.11

151.67

1,162.78

Labour for cutting and fixing at any height.

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Rate for 1 sqm.

MATERIAL

Equipment

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 lit

Cost of 1 lit

12.0 TREATMENT OF CRACKS

Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints

of R.C.C. work and brick work with hooks/nails etc. complete so as to receiving the plastering

work over chicken mesh as per the direction of Engineer-in-charge.

Details of cost of 10 lit

Repairing of .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 pre fix nipple up to total thickness of existing stone wall and 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 directed.

12.3


Steel rods of 8mm Quintol 0.01 4,200.00 21.00

Labour for drilling the hole, bending and fixing

and fixing at any height.

DSR 0123 Mason day 0.09 393.00 35.37

DSR 0114 Beldar day 0.09 297.00 26.73

DSR 9999 Sundries, white cement araldite mixture LS 48.00 1.70 81.60

164.70

1.65

166.35

24.95

191.30

12.4


Stone lintel of size 450x200x50 No 1.00 150.00 150.00


DSR 0114 Beldar day 0.05 297.00 14.85

DSR 9999 Sundries, lime mortar,etc LS 20.00 1.70 34.00

218.50

2.19220.69

33.10253.79

12.5


Pipes, Shannels, girders, Wooden wages, etc LS 225.00 1.70 382.50

DSR 0114 Beldar day 0.70 297.00 207.90

DSR 0115 Coolie day 0.80 297.00 237.60

DSR 9999 Sundries LS 10.00 1.70 17.00845.00

8.45853.45128.02981.47

Labour for chasing and grooving the brick surface and inserting the stone lintel over the lime

mortar

Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing,

grooving the brick masonry and inserting the stone lintel. All around the stone, lime

mortar should be properly packed .

Rate of Each

Total

Add water charges 1%Total

Cost of Each rod


Total

Add CPOH @ 15%

Add CPOH @ 15%Cost of Each stone

Steel-rod stitching incracked stone patties, beam,and lintels.Providing and fixing

stainless steel rods of 90cms length of which 15cm on either side and cold bending at

90degrees. The stainless steel clamps to be fixed perpendicular to the crack by

drilling in stone and fixing with cement and aradite mixture in such a way that the

entire length of the rod is in complete contact of the stone and the bent ends are fully

inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod

charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per

requirement of position.

Rate of Each Rod

Total

Materials

Labour

Cost of 1Sqm

Propping with steel to support the leaned structure ( roof and wall) using pipes, channels,

angles, girders , wooden wages to prevent further leaning/ collapse

Rate for 1 sqm.

Total Add water charges 1%Total Add CPOH @ 15%

13.1

13.1.1


DSR 15.23.1

DSR 0123 Mason Brick layer first class day 1.00 393.00 393.00

DSR 0114 Beldar day 0.75 297.00 222.75

DSR 0115 Coolie day 0.85 297.00 252.45

DSR 9999 Sundries L.S 55.00 1.70 93.50

961.70

9.62

971.32

145.70

1,117.01

111.70

13.1.2


DSR 15.23.1 Details of cost for 10 Sqm

DSR 0123 Mason Brick layer first class day 1.30 393.00 510.90

DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0115 Coolie day 0.95 297.00 282.15

DSR 9999 Sundries L.S 70.00 1.70 119.00

1,209.05

12.09

1,221.14

183.17

1,404.31

140.43

13.2


DSR 15.23.1


DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0115 Coolie day 1.25 297.00 371.25

DSR 9999 Sundries and scaffolding L.S 700.00 1.70 1,190.00

DSR 9999Consumables like Hand gloves, safety glass and

belt, helmet L.S 150.00 1.70 255.00

2,506.25

25.06

2,531.31

379.70

2,911.01

291.10

13.0 DISMANTLING WORKS

Total

Total

Add CPOH @ 15%

Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging

the surface below it.



Cost of 10 Sqm

Cost of 1 Sqm

For thickness of tiles above 25 mm and up to 40 mm


Cost of 10 Sqm

LABOUR

For thickness of tiles above 10mm to 25 mm

Dismantling tile work in floors and roofs laid in lime mortar including stacking material within

50m lead for thickness of tiles.

Add CPOH @ 15%

Cost of 10 Sqm

Total

Total

LABOUR

Total


Total

Add CPOH @ 15%


LABOUR

Cost of 1 Sqm

Cost of 1 Sqm

13.3



Labour for Raking

DSR 0114 Beldar day 2.25 297.00 668.25

Labour for Washing

DSR 0114 Beldar day 2.75 393.00 1,080.75

Scaffolding, pumps for watering 141.93

Sundries & Contingencies @ 4% 68.12

1,959.05

19.59

1,978.64

296.80

2,275.44

227.54

13.4


DSR 15.23.1


DSR 0114 Beldar day 1.00 297.00 297.00

DSR 0115 Coolie day 1.00 297.00 297.00

DSR 0101 Bhisti day 0.70 377.00 263.90

DSR 9999 Sundries and scaffolding L.S 300.00 1.70 510.00

1,839.50

18.40

1,857.90

278.68

2,136.58

213.66

Cost of 10 Sqm

Cost of 1 Sqm

Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very

slowly and carfully with scooping rods, then washing complete with hand spray pump.

Preparing the surface for replastering including disposal of rubbish with 250m lead

Total


Total

Raking out joints of brick 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-

pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre

lead.


LABOUR

Total


Total

Add CPOH @ 15%

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

14.1


DSR 1010 Mild Steel Plates Quintal 0.03 4,700.00 159.39

DSR 1024 Galvanised steel bolts & nuts Each 8.00 12.00 96.00

DSR 0111 Carpenter I st class Days 0.10 297.00 29.70

DSR 0114 Beldar Days 0.20 297.00 59.40


364.89

3.65

368.54

55.28

423.82

14.2


Details of cost of 1m

DSR 1010 Mild Steel Plates Quintal 0.11 4,700.00 531.29



DSR 0114 Beldar Days 0.50 297.00 148.50


1,169.09

11.69

1,180.78

177.12

1,357.90

14.3


Details of cost of 1m

DSR 1010 L angle structural steel Quintal 0.08 4,700.00 355.32



DSR 0114 Beldar Days 0.50 297.00 148.50


993.12

9.93

1,003.05

150.46

1,153.51

14.4

Cost of 1m

Add CPOH @ 15%


Total

MATERIAL

LABOUR

Total


Total

Total

Add CPOH @ 15%

Cost of 1m

MATERIAL

LABOUR

Total


Total

MATERIAL

LABOUR

Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the work

needs to completed in similar application and then smoothen and finished as per the Engineer

incharge.

Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts

14.0 WOOD REPAIR WORKS

Details of cost of each steel plate

Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of the

beam

Add CPOH @ 15%

Cost of Each plate

Reinforcing timber beams with flitch plates that is sandwiched between two timber members o

increase the strenght of beams



DSR 2402 Epoxy resin Kg 4.00 150.00 600.00

DSR 9999 Saw dust LS 93.00 1.70 158.10

M Rate Conservator Days 0.75 1,650.00 1,237.50

DSR 0111 Carpenter Class I Days 0.50 393.00 196.50

DSR 0114 Beldar Days 2.00 297.00 594.00


2,826.90

28.27

2,855.17

428.28

3,283.44

1,094.48

MATERIAL

LABOUR

Total

Add Tools and Planks 1%

Total

Cost of 3 Sqm

Cost of 1 Sqm

Add CPOH @ 15%

References

1. Building Construction, Sushil Kumar

2. Practical Handbook on Building Construction, NABHI Publication.

3. What are Lime Mortars, GurmeetS.Rai, ParomitaDesarkar, INTACH

Publication

4. Why use Lime? Sangeeta Bias, INTACH Publication

5. Conservation Manual, Sir.John Marshall, Published by Calcutta

Superintendent Government Printing India, 1923

6. Delhi schedule of Rates 1972, CPWD Publication



9. Basic Schedule of Rates 2011, Department of Archaeology and Museums,

Rajasthan – Jaipur

10. IS 2118-1980 Construction of Jack Arch Type of Built-Up Floor or Roof

11. IS 2250-1981 Preparation and Use of Masonry Mortars

12. IS 2394-1984 Application of Lime Plaster Finish

13. IS 3036 -1992 Laying Lime concrete for a Waterproofed Roof Finish

14. IS 3620-1979 Specification for Laterite stone Block for Masonry

15. IS 13935-2009 Seismic Evaluation, Repair and Strengthening of Masonry

Building

16. Estimation of INTACH’s Projects

17. Schedule of Rates Mohanani ASI Engineer

S.No. Item Qty. Unit Rate (Rs/Unit)

Providing and placing of anchors in cored holes of predefined

lengths, diameters & locations obtained as output from

analysis of the simulated model of the bridge using existing

material properties and geometrical conditions Coring should

be done by use of high speed low vibratory coring machine

with diamond core bits. It should impart minimal or no

vibration to the structure being strengthened. The coring

motor & bit should be capable to core at least upto 3m in

straight line.

Each patented anchor will comprise of three

components(Except Cintec RAC anchor which does not contain

any separate grout delivery pipe) detailed as below:

(a) Reinforcing Member:- Stainless steel Rebar/studd/tube of

Grade 304 conforming to BS 6323/6744/6105 & ASTM

A554/A312 as per applicability. The diameter and size of the

reinforcing members will based upon the structural

requirement of structure.

(b) Presstec Grout:- The Presstec grout is a one component dry

powder mix. Its basic ingredient includes natural mineral and

portland product with graded aggregates, including sand and

lime. The constituents, when proportioned with water,

produce a pumpable, non-shrinking grout. The grout does not

contain any epoxy & resin binders. Presstec grout is a

proprietary, pure mineral grout, conforming to German DIN

standards.

(i) DIN 1045

(ii) DIN 18200

(iii) DIN 18555

(iv) DIN 18557

(c) Sock:- This should be a specially woven polyester based

tubular sock with expansion properties to suit the diameter of

the bore hole in the substrate. The sock should have property

to expand in lateral direction only. The mesh of the sock is to

be designed to contain the aggregates of mixed grout while

still allowing the milk of grout to flow from its pores.

Annexure I

Cintec Anchor Rate List

(d) Grout Delivery Pipe:- A 10-12mm dia. PVC hollow pipe for

delivery of grout under pressure inside the sock & around the

reinforcing rebar/stud such that the grout inflates the sock all

arond the rebar/stud starting from far inside end, moving

outward towards the front & forming mechanical bond

between rebar/stud & substrate.

1

Cintec RAC Anchor of 10mm diameter hollow stainless steel

tube in cored hole of 32mm diameter and upto maximum

length of 1000mm.

1 meter 18720

2Cintec Anchor of 10mm diamter Rebar/studd in cored hole of

32mm diameter.1 meter 42720

3Cintec Anchor of 10mm diamter Rebar/studd in cored hole

between 32mm and 40mm diameter.1 meter 44460


between 40mm and 50mm diameter1 meter 46200




32mm 1 meter 49680












40mm diameter1 meter 58500






















50mm diameter1 meter 76200
























65mm diameter.1 meter 96000



















Final length & dia of anchor for strengthening of a distress, is

characterstic to distress in the structure hence, the same will

be decided on case to case basis. The above is inclusive of the

cost of manufacturing the tailor made anchors as per

structural requirements, packing of material and freight from

UK to India, custom duty and all other applicable taxes, etc.

Anchor prices are chargeable in intervals of 0.5meter. Hence if

anchor length of specific dimensions is say 6.30 meters, the

anchor rate will be calculated for 6.5meters.

NOTE:

1

2

3

4

5

6We will also like to add that since our technology is tailor made, in some cases certain

additional investigative analysis may be required for which charges will be as per actuals.

(b) Power supply for all site work including but not limiting to lighting, coring & anchor

intallation.

( c) Water as required to carry out the work.

(d) Accomodation for atleast 10 persons.

The above rates are valid for a period of 1 year from the date of this schedule.

Base exchange rate considered at 100INR = 1 GBP. Incase of fluctuation beyond 5%, the

differential rate as applicable, increase or decrease will be applicable upon 66% of the above

quoted cost.

It may be kindly be noted that the aforesaid job will be executed through our authorised

applicators only.

The above rates are inclusive of all applicable taxes as per prevailing Government regulations.

Facilities which are required to be provided free of cost for execution of the work within 50m of

work area are as below:

(a) Godown at site for storage of material. Min. space required is 200sqft & maximum space

may vary based of quantity of anchor material requrired for the project.

intach schedule of rates for building conservation

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