Annual Rate Contract for Civil, Electrical, Mechanical, Fire Fighting, Furniture work and various other works of Infrastructure Facilities under The Sports, Youth and Cultural Activities Department, Government of Gujarat. (Zone 5 - Aravalli, Gandhinagar, Kheda, Mahisagar) (SECOND ATTEMPT)

Name of Work: Annual Rate Agreement For Civil, Finishing, Plumbing, Sanitary, Water Supply, Drainage, Electrical, Fire Fighting, Kitchen Equipment, Sports Flooring, Sports Equipment, Furniture Work, As Well As Events, Temporary Work And Various Other Works Of

Infrastructure Facilities For Constructions Under The Sports, Youth And Cultural Activities Department, Government Of Gujarat.

Zone 5 - Arvalli,Gandhinagar,Kheda,Mahisagar

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

A Civil SOR Base

Labour charges - Bandhani Rupees Six Hundred Twenty-Eight and Paise

Twenty-Two Only

Labour charges - Bhisti Rupees Five Hundred Eighty-Four and Paise

Seventy-Nine Only

Labour charges - Blacksmith 1st Class Rupees Seven Hundred Sixty-Seven and Paise

Labour charges - Blacksmith 2nd Class Rupees Six Hundred Seventy-Six and Paise

Labour charges - Breaker Rupees Six Hundred Fifty-Seven and Paise Fifty-

Labour charges - Bullock with Driver to Mortar Mill Rupees Two Hundred Ninety-Seven and Paise

Thirty-Four Only

Labour charges - Carpentar 1st Class

7 1.00 Each 809.01 Rupees Eight Hundred Nine and Paise One Only

Labour charges - Carpentar 2nd Class Rupees Six Hundred Ninety-Eight and Paise

Ninety-Two Only

Labour charges - Chowkidar Rupees Five Hundred Forty-Four and Paise

Thirty-Nine Only

Labour charges - Compressar Operator Rupees Seven Hundred Sixty-Seven and Paise

Labour charges - Crane operator with Helper Rupees Nine Hundred Forty-Eight and Paise

Thirty-Nine Only

Labour charges - Excavator Rupees Six Hundred Forty-One and Paise Thirty-

Labour charges - Extra labar sinking and chisselling Rupees Two Thousand Six Hundred Twelve and

Paise Eighty-Seven Only

Labour charges - Fitter Rupees Seven Hundred Eleven and Paise Four

Labour charges - Glazier Rupees Seven Hundred Fifteen and Paise Eight

Labour charges - Handcart with Mazdoor Rupees Five Hundred Fifty-Six and Paise Fifty-

Labour charges - Hole Driller Rupees Five Hundred Ninety-One and Paise

Eighty-Six Only

Labour charges - Mason 1st Class Rupees Seven Hundred Ninety-Eight and Paise

Ninety-One Only

Labour charges - Mason 2nd Class Rupees Six Hundred Ninety-Seven and Paise

Ninety-One Only

Labour charges - Mate Rupees Five Hundred Fourteen and Paise Nine

Labour charges - Mazdoor (Female) Rupees Four Hundred Eighty-Four and Paise

Labour charges - Mazdoor (Male)

22 1.00 Each 510.05 Rupees Five Hundred Ten and Paise Five Only

Labour charges - Mistry Rupees Seven Hundred Seventy-Three and

Paise Sixty-Six Only

Labour charges - Painter Rupees Seven Hundred Eleven and Paise Four

Labour charges - Plumber (Fitter) Rupees Seven Hundred Thirty-Six and Paise

Twenty-Nine Only

Labour charges - Plumber(Fitter)Assist Rupees Five Hundred Ninety-Eight and Paise

Ninety-Three Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Labour charges - Polisher Rupees Six Hundred Ninety-Seven and Paise

Ninety-One Only

Labour charges - Spraymen Rupees Six Hundred Forty-Eight and Paise

Labour charges - Supervision for Machinery Rupees Seven Hundred Seventy-Four and Paise

Sixty-Seven Only

Labour charges - Welder Rupees Seven Hundred Sixty-One and Paise

Fifty-Four Only

Labour charges - White Washer Rupees Five Hundred Seventy-Seven and Paise

Seventy-Two Only

Labour charges - Winch Operator Rupees Seven Hundred Ninety-Three and Paise

Eighty-Six Only

Labour for Applying Two Coat of Preventitive Coating on Steel per day (Painter) Rupees Six Hundred Thirty-Two and Paise

Twenty-Six Only

Labour for Removing (Descaling) Rust & Applying one coat per day (Semi Skilled) Rupees Four Hundred Sixty-Six and Paise Sixty-

Semi Skill helper Rupees Five Hundred One and Paise Ninety-

Unskilled Labour Rupees Four Hundred Ninety-One and Paise

Eighty-Seven Only

Labour charges - Mazdoor with Hand Cart Rupees Five Hundred Ninety-Four and Paise

Eighty-Nine Only

helper Rupees Four Hundred Fifty-Six and Paise Fifty-

39 Labour charges Beldar 1.00 Each 303.00 Rupees Three Hundred Three Only

Labour charges - Chiseller (Semi Skilled) Rupees Four Hundred Sixty-Six and Paise Sixty-

Applicating Operator Rupees Seven Hundred Fifty-Seven and Paise

Hire Charges for Bitiminious filter oil Fire Rupees One Hundred Seventy-Eight and Paise

Hire Charges for Bitiminious Mixer

43 1.00 Hour 160.05 Rupees One Hundred Sixty and Paise Five Only

Hire Charges for Boiler Rupees One Hundred Nineteen and Paise

Eighty-Three Only

Hire Charges for Pneumati􀀀 Road Roller Rupees Five Hundred Sixty and Paise Sixty-

Hire Charges for Tendon Road Roller Rupees Five Hundred Sixty and Paise Sixty-

Hire charges for Comprssor Rupees Two Hundred Five and Paise Forty-Two

47 1.00 Per Day

Hire charges for Crane Rupees Seven Hundred Six and Paise Fourteen

Hire Charges for Mech. Mixer ( Extra Cost)

49 1.00 L.S 45.28 Rupees Forty-Five and Paise Twenty-Eight Only

Hire Charges for Mech. Mortar mill

50 1.00 L.S 31.07 Rupees Thirty-One and Paise Seven Only

Hire Charges for penumetic drill & Pavement bracker

51 1.00 Hour 86.19 Rupees Eighty-Six and Paise Nineteen Only

Hire Charges for road Roller Rupees Two Thousand Three Hundred Ninety-

52 1.00 Per Day

Six and Paise Sixty-One Only

Hire Charges for vibrator

53 1.00 L.S 34.24 Rupees Thirty-Four and Paise Twenty-Four Only

54 Hire Charges for Vibratory Road Roller 1.00 Hour 41.09 Rupees Forty-One and Paise Nine Only

Hire Charges of required pilling Machineries Rupees Five Hundred Thirty-Four and Paise

Ninety-Six Only

Hire Charges of surface Vibrator

56 1.00 Each 51.36 Rupees Fifty-One and Paise Thirty-Six Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Hydraulic Excavator 1 cum bucket capacity @ 60 cum per hour Rupees Seven Hundred Eighteen and Paise

Ninety-Eight Only

Tipper 10 tonne capacity

58 1.00 Tone 1.37 Rupees One and Paise Thirty-Seven Only

Dozer 80 HP for spreading @ 200 cum per hour Rupees Two Thousand Fifty-Four and Paise

Twenty-Four Only

Motor grader for grading @ 100 cum per hour Rupees One Thousand Three Hundred Twenty-

Two and Paise Forty-One Only

Vibratory roller 8 - 10 tonnes @ 100 􀀀um per hour Rupees Eight Hundred Fifty and Paise Seventy-

Hire Charges of drilling machine Rupees Two Hundred Seventy-Eight and Paise

Tractor with rotovator Rupees Two Hundred Nine and Paise Seventy-

Bitumen emulsion pressure distributor Rupees Five Hundred Thirteen and Paise Fifty-

Excavator pile Driving Rupees Eight Hundred Fifty-Five and Paise

Ninety-Three Only

Core Drill Rupees One Thousand One Hundred Twenty-

Five and Paise Fifty-Five Only

Impact Drill and Hand Socket Rupees Five Hundred Thirteen and Paise Fifty-

Wrench Rupees Two Hundred Fifty-Six and Paise

Seventy-Eight Only

Scissor Jack Rupees Two Hundred Fifty-Six and Paise

Seventy-Eight Only

Rail Cutting Rupees Two Hundred Thirteen and Paise

Ninety-Eight Only

Zinc Coating Rupees Five Thousand One Hundred Thirty-

Five and Paise Sixty Only

Diesel Generator Rupees Six Thousand Four Hundred Nineteen

and Paise Forty-Nine Only

Truck (Considering 1 Truck for 20 days @ Rs.5000 per Day) Rupees Four Thousand Two Hundred Seventy-

Nine and Paise Sixty-Six Only

Tractor Trolley (Considering 1 Tractor Trolley for 20 Days (8 Hours per Day Rs.245 per Hour)

Rupees One Thousand Six Hundred Seventy-

Seven and Paise Sixty-Three Only

Design of the structure using specialised steel framing software

75 1.00 Kg. 4.28 Rupees Four and Paise Twenty-Eight Only

Computerised Profile Marking Machine Rupees Seven Hundred Seventy and Paise

Thirty-Four Only

Pre heat boiler

77 1.00 Hour 85.60 Rupees Eighty-Five and Paise Sixty Only

Lime Mortar 1:1 (1-lime putty/ Equivalent dry Hydrated Lime : 1-Fine sand) Rupees One Thousand Eight Hundred Forty-

Eight and Paise Four Only

Lime Mortar 1:2 (1-lime putty/ Equivalent dry Hydrated Lime : 2-Fine sand)

Rupees One Thousand Six Hundred Seventy-

One and Paise Eighty-Seven Only

Lime Mortar 1:3 (1-lime putty/Equivalent dry Hydrated Lime : 3 - Fine sand) Rupees One Thousand Five Hundred Eighty-

Four and Paise Three Only

Lime Mortar 1:1.5 (1-lime putty/ Equivalent dry Hydrated Lime : 1.5 Fine sand)

Rupees One Thousand Seven Hundred Seventy-

Eight and Paise Fifty-Three Only

Cement Mortar 1:1 (1-Cement: 1- fine sand)

Rupees Six Thousand Two Hundred Twenty-

Three and Paise Twenty-Nine Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Cement Mortar 1:2(1-Cement: 2-fine sand)

Rupees Four Thousand Four Hundred Seventy-

Four and Paise Eighty-Five Only

Cement Mortar 1:3(1-Cement: 3- fine sand ) Rupees Three Thousand Six Hundred One and

Cement Mortar 1:4(1-Cement: 4- fine sand ) Rupees Two Thousand Nine Hundred Three

and Paise Seventy-Eight Only

Cement Mortar 1:5(1-Cement: 5- fine sand )

Rupees Two Thousand Five Hundred Twenty-

Eight and Paise Thirty-Four Only

Cement Mortar 1:6(1-Cement: 6- fine sand ) Rupees Two Thousand Two Hundred Six and

Paise Fifty-Four Only

Cement Mortar 1:3 (1-Cement: 3 - coarse sand)

Rupees Three Thousand Six Hundred Twenty-

Eight and Paise Twenty-Eight Only

Cement Mortar 1:4 (1-Cement: 4 - coarse sand) Rupees Two Thousand Nine Hundred Thirty-

One and Paise Four Only

Cement Mortar 1:5 (1-Cement: 5 - coarse sand) Rupees Two Thousand Five Hundred Fifty-Five

and Paise Sixty Only

Cement Mortar 1:6 (1-Cement: 6 - coarse sand) Rupees Two Thousand Two Hundred Thirty-

Three and Paise Eighty Only

Cement Mortar 1:8 (1-Cement: 8 - fine sand) Rupees One Thousand Nine Hundred Eleven

and Paise Ninety-Nine Only

Lime Mortat 1:1.5 (1- Lime putty / Equivalent dry hydrated Lime:1.5 coarse sand) Rupees One Thousand Eight Hundred One and

Paise Twenty Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees One Hundred Twenty-Three and Paise

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees One Hundred Fifty-Seven and Paise

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum Rupees Two Hundred Sixty-Eight and Paise

Ninety-Two Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting Rupees Two Hundred Seventy-Six and Paise

Twenty-Four Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees Six Hundred Twenty-Seven and Paise

Forty-Seven Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees One Hundred Thirty-Six and Paise

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees One Hundred Seventy and Paise Fifty

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum Rupees Two Hundred Eighty-Seven and Paise

Twenty-One Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.

Rupees Three Hundred One and Paise Eighty-

102 (D) Soft rock not requiring Blasting 1.00 cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees Six Hundred Fifty-One and Paise

Twenty-Six Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees One Hundred Forty-Nine and Paise

Sixty-Five Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees One Hundred Eighty-Two and Paise

Ninety-Four Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 Meter lead.(C) Hard Murrum

106 1.00 cu.m 300.02 Rupees Three Hundred and Paise Two Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Rupees Three Hundred Twenty-Five and Paise

Blasting Sixty-Two Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees Six Hundred Seventy-Five and Paise

Extra for additional depth more than 5.0 m for excavation for foundation including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 m lead.(A) Loose or

109 1.00 cu.m 22.18 Rupees Twenty-Two and Paise Eighteen Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Extra for additional depth more than 5.0 m for excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 m lead.(B) Dense or

110 1.00 cu.m 22.18 Rupees Twenty-Two and Paise Eighteen Only

Extra for additional depth more than 5.0 m for excavation for foundation including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 m lead.(C) Hard

111 1.00 cu.m 30.49 Rupees Thirty and Paise Forty-Nine Only

Extra for additional depth more than 5.0 m for excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 m lead.(D) Soft rock

112 1.00 cu.m 39.36 Rupees Thirty-Nine and Paise Thirty-Six Only

not require Blasting

Extra for additional depth more than 5.0 m for excavation for foundation including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 m lead.(E) Hard Rock

113 1.00 cu.m 39.36 Rupees Thirty-Nine and Paise Thirty-Six Only

Add extra for Disposing off the excavated stuff of above items for lead of (A) 50 m to 100 m

114 1.00 cu.m 17.45 Rupees Seventeen and Paise Forty-Five Only

Add extra for Disposing off the excavated stuff of above items for lead of (B) 100 m to 200 m

115 1.00 cu.m 34.91 Rupees Thirty-Four and Paise Ninety-One Only

Add extra for Disposing off the excavated stuff of above items for lead of (C) 200 m to 300 m

116 1.00 cu.m 52.36 Rupees Fifty-Two and Paise Thirty-Six Only

Add extra for Disposing off the excavated stuff of above items for lead of (D) 300 m to 400 m Rupees Seventy-Seven and Paise Fifty-Seven

Add extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m Rupees One Hundred Twenty-Nine and Paise

Twenty-Eight Only

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and Rupees One Hundred Thirty-Six and Paise

watering. Ninety-Two Only

Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete Rupees Four Hundred Eighty-One and Paise

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. Rupees Two Hundred Seventy-Seven and Paise

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering, remming and consolidating etc. complete. Rupees Six Hundred Twenty-One and Paise

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of Rupees One Thousand One Hundred Fifteen

pipes.(i)200 mm and Paise Forty-Two Only

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of Rupees One Thousand Three Hundred Thirty-

pipes.(ii) 250 mm Five and Paise Sixty-Two Only

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of Rupees One Thousand Five Hundred Sixty-One

pipes.(iii) 300 mm and Paise Nineteen Only

Extra for under reaming inside the bore Holes for under reamed piles of following Diameter.(i) 200 mm Rupees Four Hundred Forty-Five and Paise

Twenty-One Only

Extra for under reaming inside the bore Holes for under reamed piles of following Diameter.(ii) 250 mm Rupees Five Hundred Thirty-Four and Paise

Twenty-Five Only

Extra for under reaming inside the bore Holes for under reamed piles of following Diameter.(iii) 300 mm Rupees Six Hundred Sixty-Four and Paise Fifty-

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes are made deeper or shallower than Rupees Three Hundred Seventy-Three and

3.5M. for Piles of following diameter.(i) 200 mm Paise Ninety-Seven Only

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes are made deeper or shallower than Rupees Four Hundred Ninety-Eight and Paise

3.5M. for Piles of following diameter.(ii) 250 mm Sixty-Three Only

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes are made deeper or shallower than Rupees Five Hundred Fifty-Seven and Paise

3.5M. for Piles of following diameter.(iii) 300 mm Ninety-Nine Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees Two Hundred Twelve and Paise Fifty-

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees Two Hundred Seventy-Two and Paise

Fifty-Seven Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum Rupees Four Hundred Sixty-Five and Paise

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting Rupees Five Hundred Thirty-Two and Paise

Ninety-One Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees One Thousand Nine and Paise Forty

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees Two Hundred Thirty-Five and Paise Five

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees Two Hundred Ninety-Five and Paise

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum Rupees Four Hundred Ninety-Eight and Paise

Ninety-Three Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead. (D) Soft rock not Rupees Five Hundred Fifty-Five and Paise Forty-

requiring Blasting Nine Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees One Thousand Forty-Eight and Paise

Seventy-Nine Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees Two Hundred Fifty-Seven and Paise

Fifty-Seven Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees Three Hundred Seventeen and Paise

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 Meter lead.(C) Hard Murrum Rupees Five Hundred Twenty-One and Paise

Forty-Five Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Rupees Five Hundred Ninety-Nine and Paise

Blasting Thirty-Nine Only

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees One Thousand Eighty-Eight and Paise

Providing and laying in foundation and plinth / under floors lime concrete with hand broken stone aggregates 40mm nominal size and 40% mortar comprising of 1-Lime putty : 2-Fine sand and Rupees Two Thousand Nine Hundred Fifty and

curing complete excluding cost of formwork. Paise Twenty-One Only

Providing and laying in foundation and plinth / under floors lime concrete with graded brick aggregates 40 mm nominal size and 40% mortar comprising of 1-Limeputty : 2-Fine sand and curing Rupees Two Thousand Eight Hundred Eighty

completeexcluding cost of formwork. and Paise Ten Only

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation Rupees Three Thousand Eighty-Four and Paise

and Plinth Eighty-Nine Only

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation Rupees Two Thousand Seven Hundred Fifty-

and Plinth Nine and Paise Thirty-Four Only

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) Wall Caps / Rupees Four Thousand One Hundred One and

Coping Paise Seventy-Eight Only

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Rupees Two Thousand Five Hundred Ninety-Six

Foundation and Plinth and Paise Fifty-Six Only

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Rupees Three Thousand Forty-Three and Paise

Plinth Thirty-Six Only

Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse sand : 8- Graded Brick bats aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation Rupees Two Thousand Seven Hundred

and Plinth Seventeen and Paise Eighty-One Only

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat aggregates 40mm nominal size) and curing complete excluding cost of formwork in (A) Foundation Rupees Two Thousand Five Hundred Forty-One

and Plinth and Paise Forty-Seven Only

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and

Rupees Three Thousand Seven Hundred Fifty-

156 Plinth 1.00 cu.m

Eight and Paise Nineteen Only

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (B)Independent

Rupees Three Thousand Seven Hundred Fifty-

157 piers, columns, and pillars, upto floor two level 1.00 cu.m

Eight and Paise Nineteen Only

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and

158 1.00 cu.m 4047.00 Rupees Four Thousand Forty-Seven Only

reinforcement for reinforced concrete work in (A) Foundations, footings, Base or columns and Mass concrete

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and

Rupees Four Thousand One Hundred Forty-

159 reinforcement for reinforced concrete work in (B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor two level. 1.00 cu.m

Two and Paise Eighty-Two Only

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and Rupees Four Thousand One Hundred Forty-

reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts upto floor two level. Two and Paise Eighty-Two Only

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and Rupees Four Thousand Nine Hundred Ninety-

reinforcement for reinforced concrete work in (E)Staircases excluding landing upto floor two level One and Paise Eighty-One Only

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and

Rupees Four Thousand Three Hundred Ninety-

162 reinforcement for reinforced concrete work in (K)Vertical and Horizontial its upto floor two level. 1.00 cu.m

Two and Paise Seventy-Five Only

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) for reinforced concrete Chhajjas not exceeding 10cm. thickness upto

Rupees Six Thousand Six Hundred Forty-Six and

163 floor two level including finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and even surface centering and formwork and curing complete excluding 1.00 cu.m

Paise Nineteen Only

cost of reinforcement.

Providing Mild Steel reinfircement for R.C.C. work including bending binding, and placing in position complete upto floor two level.

164 1.00 kg 61.65 Rupees Sixty-One and Paise Sixty-Five Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing H.Y.S.D. Bar reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level

165 1.00 kg 63.87 Rupees Sixty-Three and Paise Eighty-Seven Only

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level

166 1.00 kg 68.33 Rupees Sixty-Eight and Paise Thirty-Three Only

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level Rupees Seventy-Seven and Paise Twenty-Nine

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level

168 1.00 kg 94.99 Rupees Ninety-Four and Paise Ninety-Nine Only

Extra for additional lift of concrete for all R.C.C. work above floor two level excluding cost of reinforcment

169 1.00 cu.m 41.12 Rupees Forty-One and Paise Twelve Only

170 Extra for additional lift of reinforcing steel for all R.C.C. work above floor two level. 1.00 kg 1.05 Rupees One and Paise Five Only

Deduct for omiting in R.C.C. work smooth finishing of the exposed surface with cement mortar 1:3 (1-Cement : 3- Fine sand) Rupees One Hundred Forty-Eight and Paise

Seventy-Three Only

Providing throating or plaster drip and moulding to Rupees Forty-Three and Paise Seventy-Four

R.C.C. Chhajja. Only

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Rupees Seven Hundred Forty-Three and Paise

including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete. (A) 50mm thick Sixty-Seven Only

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Rupees Six Hundred Seventy-Eight and Paise

including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete. (B) 40mm thick Ninety-Three Only

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Rupees Six Hundred Forty-Five and Paise Sixty-

including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete. (C) 25mm thick Eight Only

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Rupees Eight Hundred Four and Paise Ninety-

including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete. (D) 75mm thick Two Only

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Rupees Eight Hundred Forty-Six and Paise

including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete.(E) 100mm thick Ninety-Two Only

178 Extra for additional lift for providing and fixing in position precast R.C.C. units above floor two level 1.00 Sqm 10.46 Rupees Ten and Paise Forty-Six Only

Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing complete Rupees Three Hundred Twenty-Three and

Paise Fifty-One Only

Extra for providing and mixing water proofing material in Cement concrete in mix proportion recommended by the manufacturers. Litres or Kg per

180 1.00 Quintal of 49.16 Rupees Forty-Nine and Paise Sixteen Only

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings,Base of Rupees Three Thousand Nine Hundred Seventy-

columns and Mass concrete Six and Paise Forty Only

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation level Rupees Four Thousand Two Hundred Eighty-Six

upto floor two level and Paise Sixty Only

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Rupees Four Thousand Two Hundred Fifty-

Lintels, Beams, Girders and Cantilever upto floor two level Nine and Paise Ninety-Nine Only

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts Rupees Four Thousand Three Hundred Sixty-

upto floor two level. Five and Paise Thirty-Eight Only

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (E) Staircases excluding landing upto Rupees Five Thousand Three Hundred Seventy-

floor two level Two and Paise Forty Only

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (K) Vertical and Horizontial its upto Rupees Four Thousand Six Hundred Seventy-

floor two level. Four and Paise Sixty-One Only

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of Rupees Four Thousand Fifty-Eight and Paise

columns and Mass concrete Thirty-Four Only

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation Rupees Four Thousand Six Hundred Ten and

level upto floor two level Paise Thirty-Five Only

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C)

Rupees Four Thousand Five Hundred Eighty-

189 Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two level. 1.00 cu.m

Three and Paise Seventy-Two Only

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and Rupees Four Thousand Six Hundred Eighty-

struts upto floor two level. Nine and Paise Thirteen Only

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (E) Staircases excluding landing Rupees Five Thousand Six Hundred Forty-Six

upto floor two level and Paise Twenty-Eight Only

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (K) Vertical and Horizontial its Rupees Four Thousand Eight Hundred Forty-

upto floor two level. Seven Only

Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of Rupees Four Thousand Three Hundred Forty-

columns and Mass concrete. Six and Paise Eighty-Eight Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation Rupees Four Thousand Six Hundred Fifty-Seven

level upto floor two level and Paise Eight Only

Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C) Rupees Four Thousand Six Hundred Thirty and

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. Paise Forty-Six Only

Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and Rupees Four Thousand Seven Hundred Thirty-

struts, upto floor two level. Five and Paise Eighty-Six Only

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the Rupees Eight Thousand Three Hundred Fifty-

cost of formwork but excluding the cost of reinforsement for R.C.C work in (i) Slabs upto 8cm thickness Five and Paise Four Only

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the

Rupees Seven Thousand Four Hundred Seventy-

198 cost of formwork but excluding the cost of reinforsement for R.C.C work in (ii) Slabs having more than 8 cm and upto 10 cm.thickness 1.00 cu.m

Five and Paise Sixty-One Only

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the

Rupees Six Thousand Eight Hundred Eighty-

199 cost of formwork but excluding the cost of reinforsement for R.C.C work in (iii) Slabs having more than 10 cm and upto 13 cm. thickness 1.00 cu.m

Eight and Paise Fifteen Only

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the

Rupees Six Thousand Three Hundred Four and

200 cost of formwork but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness 1.00 cu.m

Paise Twenty Only

Providing and Laying controlled cement concrete M.150 and finishing smooth with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.C work in Rupees Eight Thousand Four Hundred Sixty-

(i) Slabs upto 8cm thickness Three and Paise Sixty-Nine Only

Providing and Laying controlled cement concrete M.150 and finishing smooth with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.C work in

Rupees Seven Thousand Five Hundred Eighty-

202 (ii) Slabs having more than 8 cm and upto 10 cm.thickness 1.00 cu.m

Four and Paise Twenty-Five Only

Providing and Laying controlled cement concrete M.150 and finishing smooth with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.C work in Rupees Six Thousand Seven Hundred Seventy-

(iii) Slabs having more than 10 cm and upto 13 cm. thickness One and Paise Sixty-Six Only

Providing and Laying controlled cement concrete M.150 and finishing smooth with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.C work in Rupees Six Thousand Four Hundred Twelve

(iv) Slabs having more than 13 cm and upto 15 cm.thickness and Paise Eighty-Four Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed work with curing etc. complete including the cost of Rupees Nine Thousand Five Hundred Forty-

formwork but excluding the cost of reinforsement for R.C.C work in (i) Slabs upto 8cm thickness Two and Paise Five Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed work with curing etc. complete including the cost of

Rupees Eight Thousand Four Hundred Twenty-

206 formwork but excluding the cost of reinforsement for R.C.C work in (ii) Slabs having more than 8 cm and upto 10 cm.thickness 1.00 cu.m

Five and Paise Twenty-One Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed work with curing etc. complete including the cost of Rupees Seven Thousand Four Hundred Fifty-

formwork but excluding the cost of reinforsement for R.C.C work in (iii) Slabs having more than 10 cm and upto 13 cm. thickness Four and Paise Three Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed work with curing etc. complete including the cost of Rupees Six Thousand Nine Hundred Thirty-

formwork but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness Seven and Paise Fifty-Nine Only

Providing and laying controlled cement concrete M.150 and exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.C work in (i) Rupees Nine Thousand Six Hundred Fifty and

Slabs upto 8cm thickness Paise Sixty-Nine Only

Providing and laying controlled cement concrete M.150 and exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.Cwork in (ii)

Rupees Eight Thousand Five Hundred Thirty-

210 Slabs having more than 8 cm and upto 10 cm.thickness 1.00 cu.m

Three and Paise Eighty-Five Only

Providing and laying controlled cement concrete M.150 and exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.Cwork in (iii) Rupees Seven Thousand Five Hundred One and

Slabs having more than 10 cm and upto 13 cm. thickness Paise Ninety Only

Providing and laying controlled cement concrete M.150 and exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforsement for R.C.Cwork in (iv) Rupees Seven Thousand Forty-Six and Paise

Slabs having more than 13 cm and upto 15 cm.thickness Twenty-Three Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) for R.C.C lintel including finishing smooth with,curing etc. Rupees Nine Thousand One Hundred Fifty-Six

complete including the cost of formwork but excluding the cost of reinforcement. and Paise Eighty-Three Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete including the

Rupees Eight Thousand Five Hundred Ninety-

214 cost of formwork but excluding the cost of reinforcement for R.C.C work in (A) BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 cu.m

Three and Paise Eighty Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete including the

Rupees Seven Thousand Six Hundred Sixty-Five

215 cost of formwork but excluding the cost of reinforcement for R.C.C work in (A) BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M 1.00 cu.m

and Paise Sixty Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete including the

Rupees Six Thousand Five Hundred Seventy-

216 cost of formwork but excluding the cost of reinforcement for R.C.C work in (A) BEAMS :(iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M 1.00 cu.m

Eight and Paise Seven Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete including the

Rupees Twelve Thousand Three Hundred

217 cost of formwork but excluding the cost of reinforcement for R.C.C work in (B) COLUMNS: (i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 cu.m

Thirty-Five and Paise Fifty-One Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete including the

Rupees Ten Thousand Six Hundred Fifty-Eight

218 cost of formwork but excluding the cost of reinforcement for R.C.C work in (B) COLUMNS: (ii) Having cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M 1.00 cu.m

and Paise Sixteen Only

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete including the

Rupees Eight Thousand Six Hundred Ninety-

219 cost of formwork but excluding the cost of reinforcement for R.C.C work in (B) COLUMNS: (iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M 1.00 cu.m

Two and Paise Eighty-Seven Only

Providing and laying ordinary cement concrete M.150exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) Rupees Ten Thousand Four Hundred Forty-

BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M Three and Paise Six Only

Providing and laying controlled cement concrete M.150exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) Rupees Nine Thousand One Hundred Sixty-Six

BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M and Paise Thirty-Six Only

Providing and laying controlled cement concrete M.150exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) Rupees Seven Thousand Six Hundred Seventy

BEAMS :(iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M and Paise Fifty Only

Providing and laying controlled cement concrete M.150exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B)

Rupees Fourteen Thousand Two Hundred

223 COLUMNS:(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 cu.m

Eighty-Three and Paise Fifty-Nine Only

Providing and laying controlled cement concrete M.150exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in(B)

Rupees Twelve Thousand Two Hundred Fifty-

224 COLUMNS:(ii) Having cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M 1.00 cu.m

Seven and Paise Seventy-Three Only

Providing and laying controlled cement concrete M.150exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in(B) Rupees Nine Thousand Eight Hundred Eighty-

COLUMNS:(iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Four and Paise Ten Only

Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in(A) Rupees Ten Thousand Seven Hundred Sixty-

BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M Two and Paise Sixty-Five Only

Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) Rupees Nine Thousand Four Hundred Eighty-

BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M Five and Paise Ninety-Five Only

Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A)

Rupees Seven Thousand Nine Hundred Ninety

228 BEAMS :(iii) Having 1.00 cu.m

and Paise Nine Only

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B)

Rupees Fourteen Thousand Six Hundred Three

229 COLUMNS:(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 cu.m

and Paise Nineteen Only

Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B)

Rupees Twelve Thousand Five Hundred

230 COLUMNS:(ii) Having cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M 1.00 cu.m

Seventy-Seven and Paise Thirty-Three Only

Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) Rupees Ten Thousand Two Hundred Three and

COLUMNS:(iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Paise Seventy Only

Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A)

Rupees Ten Thousand Eight Hundred Twenty-

232 BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 cu.m

Four and Paise Twenty-Six Only

Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) Rupees Nine Thousand Five Hundred Forty-

BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M Seven and Paise Fifty-Six Only

Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) Rupees Eight Thousand Fifty-One and Paise

BEAMS :(iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Seventy Only

Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B)

Rupees Fourteen Thousand Six Hundred Sixty-

235 COLUMNS:(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 cu.m

Four and Paise Eighty Only

Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B)

Rupees Twelve Thousand Six Hundred Thirty-

236 COLUMNS:(ii) Having cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M 1.00 cu.m

Eight and Paise Ninety-Four Only

Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) Rupees Ten Thousand Two Hundred Sixty-Five

COLUMNS: (iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M and Paise Thirty-One Only

Providing and applying anticarrasive treatment with polymer base materials to the steel rainfarcement including descaling the dust and applying the preventive coating of approved make (for the Rupees Four Thousand One Hundred Twenty

R.C.C. structures near coastal area only) etc complete. and Paise Eighty-Four Only

Providing and fixing in expansion joint 100 mm thick expansion joint board of best quality and approved make including cutting to required size and shape at all levels etc. complete as directed. Rupees Two Thousand Nine Hundred Eighty-

Two and Paise Six Only

Providing and laying and fixing 50 mm thick expansion joint by hydro cell semi rigid UV resistance with high performance laminated closed cell polythene foam joint filler in sheet foam as Rupees One Thousand Four Hundred Ninety-

directed, etc. complete. One and Paise Three Only

Providing and laying and fixing 25 mm thick expansion joint by hydro cell semi rigid UV resistance with high performance laminated closed cell polythene foam joint filler in sheet foam as Rupees Seven Hundred Forty-Five and Paise

directed, etc. complete. Fifty-One Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Applying and providing Expansion joint sealing System on 100 mm vide joint including cleaning of exansion joint by mechanical means provision of adhesive and flexible membrane with required

Rupees Four Thousand Seven Hundred Seventy-

242 bond length as per menufracturer specification and 4mm thick alluminium strip covering with one side sloted and bolted with suitable system, inclusive of all manpower, machinery and material 1.00 Sqm

as per specification and as directed.

Providing and filling the expansion joint by polymer confirm to BS 4254-1983 as per required shade and specifi-cation by making groove of 50 mm x 12.5 mm lather by cutting or by repairing

Rupees Five Hundred Fifteen and Paise Thirty-

243 groove and removing mortar drop or any other foreign materials including applying primer and filling required size (oversize of joint PU foam etc. complete. 1.00 Sqm

Providing and filling the expansion joint by polymer confirm to BS 4254-1983 as per required shade and manufactured specifi-cation by making groove of 25 mm x 12.5 mm lather by cutting or

Rupees Two Hundred Seventy-Three and Paise

244 by repairing groove and removing mortar drop or any other foreign materials including applying primer and filling required size (oversize of joint PU foam etc. complete 1.00 Sqm

Sixty-Eight Only

Providing and fixing 25 cm Wide & 3mm thick exterior composite panel on existing expansion joint horizontally & vertically with all material, hardware, acessories & fittings etc completed. Rupees One Thousand Fifty-Four and Paise

Thirty-Four Only

Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in Rupees Three Thousand Nine Hundred

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Seventeen and Paise Fifty-Four Only

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in Rupees Four Thousand Nine Hundred Sixty-

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Four and Paise Eighteen Only

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in Rupees Five Thousand Thirty-Five and Paise

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Ninety-Seven Only

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in Rupees Five Thousand Two Hundred Twenty-

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Seven and Paise Ninety-Seven Only

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in Rupees Five Thousand Three Hundred Twenty-

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Six and Paise Twenty-Two Only

Without Fly Ash(Min cement level as per latest IS 456 shall be maintained) (Cement level 500 kg )

Providing and applying anti carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @

Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp.Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide Rupees One Hundred Twenty-One and Paise

diffusion resistance properties for coating materials and coating systems for exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution. Seventy-Two Only

Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H Specifications (Clause 1015), having minimum density 95kg/cum, non-staining with less than 1%

Rupees Five Hundred Ninety-Two and Paise

252 water absorption & compression recovery of 93% minimum as per specification for 12 mm wide expansion joint including cutting to required size and shape at all levels etc.complete as directed. 1.00 Sqm

Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H Specifications (Clause 1015), having minimum density 95kg/cum. non-staining with less than 1%

Rupees Eight Hundred Three and Paise Twenty-

253 water absorption & compression recovery of 93% minimum as per specification for 20 mm wide expansion joint including cutting to required size and shape at all levels etc.complete as directed. 1.00 Sqm

Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H Specifications (Clause 1015), having minimum density 95kg/cum. non-staining with less than 1%

Rupees One Thousand Three Hundred Thirty

254 water absorption & compression recovery of 93% minimum as per specification for 40 mm wide expansion joint including cutting to required size and shape at all levels etc.complete as directed. 1.00 Sqm

and Paise Ninety-Two Only

Providing and applying the elastomeric joint sealant two component, high performance polysulfide formulation conforming to BS:4254 and ASTM C 920 having weathering resistance to ultra-

Rupees One Hundred Seventy-Eight and Paise

255 violet rays and shall exhibit shore A hardness of 25 and have movement accommodation factor 25% including using of compatible primer of approved standard etc. complete. for 12 mm thick 1.00 Rmt

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and applying the elastomeric joint sealant two component, high performance polysulfide formulation conforming to BS:4254 and ASTM C 920 having weathering resistance to ultra-

Rupees Two Hundred Fifty-Eight and Paise

256 violet rays and shall exhibit shore A hardness of 25 and have movement accommodation factor 25% including using of compatible primer of approved standard etc. complete. For 20 mm thick 1.00 Rmt

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular Rupees Four Thousand Five Hundred Ninety-

Six and Paise Twenty-Four Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Rupees Four Thousand Two Hundred Forty-

Conventional Four and Paise Eighty-Five Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(C) Fly Ash Rupees Four Thousand Seven Hundred Fifty-

Bricks Two and Paise Seventy-Two Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(A) Modular

Rupees Four Thousand Four Hundred Ninety-

One and Paise Eighty-Eight Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional Rupees Four Thousand Two Hundred Fourteen

and Paise Nine Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks

Rupees Four Thousand Seven Hundred Twenty-

One and Paise Ninety-Five Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand)(A) Modular Rupees Four Thousand Three Hundred Eighty-

Three and Paise Sixty-Four Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand)(B) Conventional Rupees Four Thousand Ninety and Paise Thirty-

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand)(C) Fly Ash Bricks

Rupees Four Thousand Five Hundred Ninety-

Eight and Paise Twenty-Five Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(A) Modular Rupees Four Thousand Three Hundred Ninety-

Three and Paise Eighteen Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(B) Rupees Four Thousand One Hundred One and

Conventional Paise Twenty-Nine Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(C) Fly Ash Rupees Four Thousand Six Hundred Nine and

Bricks Paise Fifteen Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand)(A) Modular

Rupees Four Thousand Three Hundred Seventy-

Three and Paise Ninety-Nine Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand)(B) Conventional Rupees Four Thousand Seventy-Nine and Paise

Thirty-Six Only

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand)(C) Fly Ash

Rupees Four Thousand Five Hundred Eighty-

271 Bricks 1.00 cu.m

Seven and Paise Twenty-Two Only

Extra for brick work in superstructure above plinth level upto floor two level (A) Modular Rupees Two Hundred Seventy-Eight and Paise

Twenty-Two Only

Extra for brick work in superstructure above plinth level upto floor two level (B) Conventional Rupees Two Hundred Eighty-Eight and Paise

Seventy-Two Only

Extra for brick work in superstructure above plinth level upto floor two level(C) Fly Ash Bricks Rupees Two Hundred Eighty-Eight and Paise

Seventy-Two Only

Extra for brick work in superstructure above floor two level Item No. 257 (A) Modular per floor per

275 1.00 45.17 Rupees Forty-Five and Paise Seventeen Only

Extra for brick work in superstructure above floor two level Item No.258 (B) Conventional per floor per

276 1.00 42.42 Rupees Forty-Two and Paise Forty-Two Only

Extra for brick work in superstructure above floor two level Item No.259 (C) Fly Ash Bricks per floor per

277 1.00 47.50 Rupees Forty-Seven and Paise Fifty Only

Extra for brick work in superstructure above floor two level Item No. 260 (A) Modular per floor per

278 1.00 44.91 Rupees Forty-Four and Paise Ninety-One Only

Extra for brick work in superstructure above floor two level Item No. 261 (B) Conventional per floor per

279 1.00 42.12 Rupees Forty-Two and Paise Twelve Only

Extra for brick work in superstructure above floor two level Item No. 262 (C) Fly Ash Bricks per floor per

280 1.00 47.20 Rupees Forty-Seven and Paise Twenty Only

Extra for brick work in superstructure above floor two level Item No. 263 Modular per floor per

281 1.00 43.81 Rupees Forty-Three and Paise Eighty-One Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Extra for brick work in superstructure above floor two level Item No. 264 Conventional per floor per

282 1.00 40.87 Rupees Forty and Paise Eighty-Seven Only

Extra for brick work in superstructure above floor two level Item No. 265 Fly Ash Bricks per floor per

283 1.00 45.96 Rupees Forty-Five and Paise Ninety-Six Only

Extra for brick work in superstructure above floor two level Item No. 266 Modular per floor per

284 1.00 43.90 Rupees Forty-Three and Paise Ninety Only

Extra for brick work in superstructure above floor two level Item No. 267 Coventional per floor per

285 1.00 40.99 Rupees Forty and Paise Ninety-Nine Only

Extra for brick work in superstructure above floor two level Item No. 268 Fly Ash Bricks per floor per

286 1.00 46.07 Rupees Forty-Six and Paise Seven Only

Extra for brick work in superstructure above floor two level Item No. 269 Modular per floor per Rupees Forty-Three and Paise Seventy-One

(i) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (A) Rupees Six Hundred Twenty and Paise Eight

(i) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B) Rupees Six Hundred Twenty-Nine and Paise

Conventional Eighty Only

(i) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (C)Fly Rupees Six Hundred Ninety and Paise Twenty-

Ash Bricks One Only

(ii) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (A) Rupees Six Hundred Ten and Paise Twenty-One

(ii) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (B) Rupees Six Hundred Eighteen and Paise

Conventional Seventy-Seven Only

(ii) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth Rupees Six Hundred Seventy-Nine and Paise

(C)Fly Ash Bricks Seventeen Only

(iii) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (A) Rupees Five Hundred Ninety-Four and Paise

Modular Fifty-Two Only

(iii) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (B) Rupees Six Hundred One and Paise Seventeen

Conventional Only

(iii) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (C)Fly Rupees Six Hundred Sixty-One and Paise Fifty-

Ash Bricks Eight Only

Extra for brick work in superstructure above floor two level Item No. 270 Coventional

297 1.00 cu.m 42.42 Rupees Forty-Two and Paise Forty-Two Only

Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Rupees Six Hundred Eighty-Four and Paise

round bars after every three course embedded in Cement Mortar in foundation and plinth (A) Modular Forty-Two Only

Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Rupees Six Hundred Ninety-Six and Paise Thirty

round bars after every three course embedded in Cement Mortar in foundation and plinth (B) Conventional Only

Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Rupees Seven Hundred Fifty-Six and Paise

round bars after every three course embedded in Cement Mortar in foundation and plinth (C)Fly Ash Bricks Seventy-One Only

Extra for brick work in superstructure above floor two level Item No. 271 Fly Ash Bricks

301 1.00 cu.m 45.84 Rupees Forty-Five and Paise Eighty-Four Only

Extra for half brick masonry in superstructure above plinth level upto floor two level. (A) Modular

302 1.00 Sqm 50.74 Rupees Fifty and Paise Seventy-Four Only

Extra for half brick masonry in superstructure above plinth level upto floor two level. (B) Conventional

303 1.00 Sqm 55.99 Rupees Fifty-Five and Paise Ninety-Nine Only

Extra for half brick masonry in superstructure above plinth level upto floor two level. (C)Fly Ash Bricks

304 1.00 Sqm 55.99 Rupees Fifty-Five and Paise Ninety-Nine Only

305 Extra for half brick masonry in superstructure above floor two level. (A) Modular 1.00 Sqm 6.20 Rupees Six and Paise Twenty Only

306 Extra for half brick masonry in superstructure above floor two level.(B) Conventional 1.00 Sqm 6.30 Rupees Six and Paise Thirty Only

307 Extra for half brick masonry in superstructure above floor two level. (C) Fly Ash Bricks 1.00 Sqm 6.91 Rupees Six and Paise Ninety-One Only

Half brick thick honey- comb brick work with common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. (i) In Cement Mortar 1:4 ( 1- Cement : 4 - coarse sand) Rupees Three Hundred Twenty-Two and Paise

Ninety-Five Only

Half brick thick honey- comb brick work with common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. (ii) In Cement Mortar 1:5 ( 1- Cement : 5 - coarse sand) Rupees Three Hundred Sixteen and Paise Forty-

Half brick thick honey- comb brick work with common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. (iii) Fly Ash Brick In Cement Mortar 1:5 ( 1-Cement : 5 - Rupees Three Hundred Fifty-One and Paise

coarse sand) Forty-Six Only

Masonary work using Aerated light weight concrete block having crushing strength not less than 35 kg/sqcm for super structure above plinth level upto floor two level in cement mortar 1:5 (

Rupees Four Thousand Five Hundred Ninety-

311 cement : 5 fine sand ) complete as per Technical Specification 1.00 cu.m

Eight and Paise Ninety-One Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and laying Precast Lightweight concrete hollow core wall with hollow core concrete unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm /

Rupees Seven Hundred Fifty-Four and Paise

312 3000 mm / 3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not less than 20 MPa jointing with high strength & tensile adhesion non-shrink 1.00 Sqm

Forty-Seven Only

cementitious joint compound / P.U. Foam. (Plaster not required)

Providing and laying Precast Lightweight concrete hollow core wall with hollow core concrete unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm /

Rupees Eight Hundred Fifty and Paise Forty-

313 3000 mm / 3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not less than 20 MPa jointing with high strength & tensile adhesion non-shrink 1.00 Sqm

cementitious joint compound / P.U. Foam. (Plaster not required)

Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm /

Rupees Seven Hundred Eighty-Four and Paise

314 mm / 3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not less than 35 MPa jointing with high strength & tensile adhesion non-shrink 1.00 Sqm

Seventy-Seven Only

cementitious joint compound / P.U. Foam. (Plaster not required)

Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm /

Rupees Eight Hundred Eighty-Three and Paise

315 3000 mm / 3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not less than 35 MPa jointing with high strength & tensile adhesion non-shrink 1.00 Sqm

Seventy-Five Only

cementitious joint compound / P.U. Foam. (Plaster not required)

(i) Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 1:6 (1-cement : 6-coarse sand including levelling up etc. complete

Rupees Two Thousand Five Hundred Eighty-Six

and Paise Seventy-Three Only

(ii) Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up etc. complete Rupees Two Thousand Six Hundred Twenty-

Nine and Paise Two Only

(iii) Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5-coarse sand including levelling up etc. complete Rupees Two Thousand Four Hundred Thirty-

One and Paise Sixty-Two Only

Extra over Item No.316,317,318 for super structure above plinth level upto floor two level Rupees Three Hundred Eighty-Four and Paise

Ninety-Six Only

Extra for additional lift in superstructure above floor two level. Rupees Twenty-Five and Paise Eighty-Seven

Coursed rubble masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. complete. Rupees Three Thousand Four Hundred Seventy-

Six and Paise Thirty-Nine Only

Coursed rubble masonry with stone of approved quality in foundations and plinth in Cement Mortar 1:5 (1-Cement : 5-coarse sand) etc. complete. Rupees Three Thousand Five Hundred

Fourteen and Paise Eighty-Four Only

Coursed rubble masonry with stone of approved quality in foundations and plinth in Cement Mortar 1:4 (1-Cement : 4-coarse sand) etc. complete.

Rupees Three Thousand Six Hundred Twenty-

Seven and Paise Forty-Eight Only

Coursed rubble masonry with stone of approved quality in foundations and plinth in Cement Mortar 1:3 (1-Cement : 3-coarse sand) etc. complete. Rupees Three Thousand Eight Hundred Thirty-

Six and Paise Sixty-Five Only

Extra over item No.321,322,323,324 for superstructure above plinth level upto floor two level Per floor per Rupees Three Hundred Sixty and Paise Forty-

cu.m Seven Only

Extra for additional lift in superstructure above floor two level. Per floor per

326 1.00 37.81 Rupees Thirty-Seven and Paise Eighty-One Only

White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including packing the joints etc. complete.

Rupees Four Thousand Five Hundred Sixty-

Three and Paise Eighty-Three Only

White Stone Bela mesonry work in partition walls upto 15 cm thickness in cement Mortar 1:4 ( 1- Cement : 4- course sand) Rupees Five Hundred Forty and Paise Eighty

White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete. Rupees Five Thousand Four Hundred Thirty-

Five and Paise Fifty-Four Only

White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- course sand) including packing the joints etc. complete. Rupees Five Thousand Four Hundred Seven

and Paise Twenty-Eight Only

Precast concrete block masonry (including quoin blocks jamb blocks closer etc.) with solid concrete blocks of approved size made of cement concrete 1:3:6 mix (1- Cement : 3 coarse sand: 6-

Rupees Three Thousand Seven Hundred

331 graded stone aggregates of 20 mm and down grade) in foundation and plinth cement morter 1:6 1.00 cu.m

Seventy-One and Paise Ninety-Seven Only

Extra for masonry work with precast concrete block in superstructue above plinth upto floor two level. Rupees Two Hundred Eighty-Eight and Paise

Seventy-Two Only

Precast concrete block masonry in partition walls 10 cm. thick with solid block of approved size (including quion blocks Jamb blocks closer etc.) made of C.C.1:3:6 (1- Cement : 3- coarse sand : 6 Rupees Six Hundred Seventy-Six and Paise

graded stone aggregates 20 mm and down grade) (A) in C.M. 1:4. Eighty-Five Only

Providing and laying hollow block masonry 90 mm thick using hollow concrete blocks IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in perfect line level and plinth preparing Rupees One Hundred Eighty-Seven and Paise

grading the joints incl. the cost of scaffolding and curing etc. (A) Block masonry in 1:1:8 cement lime mortar Twenty-Three Only

Providing and laying hollow block masonry 140 mm thick using follow blocks masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in parfect line level and plint propering groding Rupees Four Hundred Fifty-Five and Paise

the jaints ind. the cast of seaffolding and quiring etc . (A) Block masonry in 1:1:8 cement lime mortar Forty-Six Only

Providing and laying hollow block masonry 190 mm thick using follow blocks masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in perfect line level and plint propering groding Rupees Five Hundred Nineteen and Paise

the jaints ind. the cast of seaffolding and quiring etc (A) Block masonry in 1:1:8 cement lime mortar Seventy-Two Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to

Rupees One Hundred Eighty-Two and Paise Six

337 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. 1.00 Sqm

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to

Rupees Two Hundred Sixty-Seven and Paise

338 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) 1.00 Sqm

Twenty-Five Only

Floors etc. upto 200 mm in thickness.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to

Rupees Two Hundred Eighty-Seven and Paise

339 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of suspended floor roof slabs Landings and the like. 1.00 Sqm

Twenty-Nine Only

(2) Floors etc. above 200mm in thickness.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Two Hundred Forty-Three and Paise

340 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including 1.00 Sqm

Eighty-Six Only

attached buttresses & string course & the like.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Three Hundred Fifteen and Paise Sixty-

341 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan. 1.00 Sqm

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Four Hundred Forty-Seven and Paise

342 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (2)Circular or curved in Plan. 1.00 Sqm

Sixty-Four Only

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Two Hundred Three and Paise Seventy-

343 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (H) (1) Sides and soffits of Beams Beam Haunchings cantilevers Girders Bressumers 1.00 Sqm

and Lintels not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Two Hundred Seventy-Five and Paise

344 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (H) (2) Sides and soffits of Beams Beam Haunchings canti-levers Girders Bressumers 1.00 Sqm

and Lintels exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Seventy-One and Paise Eighty-Three

345 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. 1.00 Sqm

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Six Hundred Forty-One and Paise Thirty-

346 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (K) Small surfaceassuch as cantiever brackets and ends of steps caps and basses to 1.00 Sqm

pilasters and Columns and the like.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees One Hundred Sixty-Five and Paise

347 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (L) Chullah Hoods, weather shades Chhajjas Corbels etc. including edges. 1.00 Sqm

Twenty-One Only

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Two Hundred Fifty-Seven and Paise

348 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (M) Staircase with sloping or stepped soffits including risers and stringers excluding 1.00 Sqm

Twenty-Three Only

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to

Rupees Three Hundred Seventy-Seven and

349 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (Q) Vertical fins and vertical sun breakers. 1.00 Sqm

Paise Forty-Nine Only

Extra for additional height of propping and centering where the height of propping and centering exceeds 4 .O M between supporting floor to ceiling including temporary brick or stone pillars for Rupees Four Hundred Seven and Paise Seventy-

supporting as required. (i)Height more than 4.0 M.and upto 5.0 M. Five Only

Extra for additional height of propping and centering where the height of propping and centering exceeds 4 .O M between supporting floor to ceiling including temporary brick or stone pillars for Rupees Seven Hundred Fourteen and Paise

supporting as required. (ii) Height more than 5.0 M.and upto 6.0 M. Eighty-Five Only

Extra for additional height of propping and centering where the height of propping and centering exceeds 4 .O M between supporting floor to ceiling including temporary brick or stone pillars for Rupees Six Hundred Seven and Paise Ninety-

supporting as required. (iii) Height more than 6.0 M. and upto 7.0 M Nine Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (A) Foundations, Footings, Bases of Columns etc. and Mass concrete

353 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto 200mm in thickness.

354 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B) Flat surfaces such as soffits of slabs Landings and the like. 2) Floors etc.above 200mm in thickness.

355 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (C)Vertical surface such as walls (anythickness) partitions & lime including attached pilasters buttresses plinth

356 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

& string course & like.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (G) Columns, Pillars, Posts and struts. (1) Square, Rectangular or polygonal in plan.

357 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (G) Columns, Pillars, Posts and struts. (2) Circular or curved in plan

358 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (H)(1) Sides and soffits of Beams, Beam Haunchingscantilevers Girders, Bressumers and Lintels not exceeding

359 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (H) (2) Sides and soffits of Beams, Beam Haunchings cantilevers Girders, Bressumers and Lintels exceeding

360 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (I) Edges of slabs and Breaks in floors and walls.

361 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (K) Small surfaceas such as centilever endsnBrackets and end of steps caps and basses to pilasters and

362 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Columns including edges.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (L) Chullah Hoods weather Shades Chhajjas Corbels etc. and the like.

363 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (M)Staircase with sloping or stepped soffits including sisers and stringers excluding landing.

364 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (Q)Vertical fins and vertical sun breakers.

365 1.00 Sqm 98.84 Rupees Ninety-Eight and Paise Eighty-Four Only

Providing wood work in frames of Doors, windows cleare story windows and othersimilar works wrought, framede and fixed in position. (A) Indian Teak Wood 10 Rupees Six Hundred Ten and Paise Twenty-

Cu.Dm. Three Only

Providing wood work in Trusses, Purling, Rafter, Post,Post Plates, wall plates and the like wrought framed, hoisted and fixed in position Rupees One Thousand Three Hundred Eighty-

Seven and Paise Sixty Only

Providing wood work in frames of false- ceiling, partitions etc sawn and put up in position. (A) Indian Teak Wood Rupees Six Hundred Sixty-Five and Paise Thirty-

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including anodised alluminium butt hinges with necessary screws.(A) Indian Teak Wood (1) Fully Panelled Rupees Four Thousand One Hundred One and

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including anodised alluminium butt hinges with necessary screws. (A) Indian Teak Wood (ii) Fully Glazed. Rupees Three Thousand Four Hundred Three

and Paise Seventy-Seven Only

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including anodised alluminium butt hinges with necessary screws. (A) Indian Teak Wood(iii) Partly panelled

Rupees Three Thousand Seven Hundred Fifty-

371 and partly glazed. 1.00 Sqm

Two and Paise Forty-One Only

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory windows including blackenamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled.

Rupees Three Thousand Seven Hundred

Seventy-Three and Paise Eighty-Four Only

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory windows including blackenamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully Glazed. Rupees Three Thousand Seventy-Six and Paise

Fifty-Five Only

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory windows including blackenamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (iii) Partly panelled Rupees Three Thousand Four Hundred Twenty-

and partly glazed. Five and Paise Twenty Only

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised alluminium butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled.

Rupees Three Thousand One Hundred Seventy-

Nine and Paise Ninety-Five Only

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised alluminium butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully Glazed. Rupees Two Thousand Seven Hundred Thirty-

Six and Paise Twenty Only

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised alluminium butt hinges with necessary screws. (A) Indian teak wood. (iii) Partly panelled and partly glazed. Rupees Two Thousand Nine Hundred Fifty-

Eight and Paise Eight Only

Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled. Rupees Three Thousand One Hundred Fifty-

One and Paise Sixty-Seven Only

Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully Glazed. Rupees Two Thousand Seven Hundred Seven

and Paise Ninety-Two Only

Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (iii) Partly panelled and partly glazed. Rupees Two Thousand Nine Hundred Twenty-

Nine and Paise Eighty Only

Add extra for providing and fixing 40 mm thick shutters instead of 35 mm thick shutters. Rupees Two Hundred Three and Paise Three

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including anodised alluminium But hinges with necessary screws

Rupees Three Thousand Six Hundred Fifty-

382 and indian teak wood shutters with. (A) Plywood sheet panels. 1.00 Sqm

Three and Paise Thirty-Seven Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including anodised alluminium But hinges with necessary screws Rupees Three Thousand Six Hundred Fifty-

and indian teak wood shutters with. (B) Particle board panels Eight and Paise Eighty-Five Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including anodised alluminium But hinges with necessary screws

Rupees Three Thousand Six Hundred Twenty-

384 and indian teak wood shutters with. (C) Hard board panels. 1.00 Sqm

Seven and Paise Sixty-Eight Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including anodised alluminium But hinges with necessary screws Rupees Three Thousand Six Hundred and Paise

and indian teak wood shutters with. (D) Asbestos sheet panels. Thirty Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including black enamelled M.S. But hinges with necessary screws.

Rupees Three Thousand Three Hundred

386 (A) Plywood sheet panels. 1.00 Sqm

Twenty-Seven and Paise Eighty-Five Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including black enamelled M.S. But hinges with necessary screws.

Rupees Three Thousand Three Hundred Thirty-

387 (B) Particle board panels 1.00 Sqm

Three and Paise Two Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including black enamelled M.S. But hinges with necessary screws.

Rupees Three Thousand Three Hundred One

388 (C) Hard board panels. 1.00 Sqm

and Paise Eighty-Five Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors windows and clearstory windows including black enamelled M.S. But hinges with necessary screws .

Rupees Three Thousand Two Hundred Seventy-

389 (D) Asbestos sheet panels. 1.00 Sqm

Four and Paise Seventy-Six Only

Provoding and fixing flush door shutters, solid core construction with frame of first class hardwood with cross board and face veneer or plywood face panels, including anodised alluminium butt

Rupees One Thousand Eight Hundred Twenty-

390 hinges with necessary screws. (B) Non-decorative type and block board core anodised alluminium butt hinges in flush door shutters (2) 35 mm thick. 1.00 Sqm

Nine and Paise Seventy-Four Only

Extra for using bright finished M.S. piano hinges of (A) Nickel plated piano hinges. Rupees Nine Hundred Twenty-Three and Paise

Eighty-Three Only

Extra for providing vision panel not exceeding 0.1 Sq.M. in all types of flush doors. (A) Rectangular or Square.

392 1.00 Sqm 25.57 Rupees Twenty-Five and Paise Fifty-Seven Only

Providing and fixing 30 mm wire gauge shutters using galvanised M.S. wire of I.S. gauge designation of 85 G. with wire of 0.56 mm dia,for Doors, windows and clearstory windows including

Rupees Two Thousand Eight Hundred Twenty-

393 anodised alluminium butt hinges with necessary screws. (A) Indian teak wood. 1.00 Sqm

Three and Paise Nineteen Only

Providing and fixing 30 mm wire gauge shutters using galvanised M.S. wire of I.S. gauge designation of 85 G. with wire of 0.56 mm dia,for Doors, windows and clearstory windows including Rupees One Thousand Two Hundred Seventy

bright finished or/ and black enamellede M.S. butt hinges with necessary Mango wood or equivalent quality. and Paise Twelve Only

Extra for providing and fixing galvanised M.S wire gauge of I.S. gauge designation 140 G,to 000 Rs. windows and cleastory windows with wire of dia 0.71 mm instead of I,S,gauge designation 85 Rupees Twenty-Nine and Paise Twenty-One

G.with wire of dia.0.56 mm. Only

Providing and fixing 12 mm thick and 100mm wide pelmet of flat pressed 3 layer neneed particle board solid core with 25 mm diametre alluminium curtain Road and brackets including fixing Rupees Two Hundred Twenty-One and Paise

with 25mm x 3mm M.S flat 10cm,long and plugs etc.complete. Fifty-Five Only

Providing and fixing 40mm panelled, Glazed or panelled and glazed partitions fixed to frames with iron scews etc. complete with indian teak wood (Frames tobe paid separately) Rupees Three Thousand Five Hundred Eighty-

One and Paise Eighty-Nine Only

Providing and fixing Decorative plywood 4mm thick in partitions including fixing to frames with screws etc, complete with 50mm x 12mm teak wood beading (Frames tobe paid separately) Rupees Eight Hundred Sixty-Seven and Paise

Thirty-Two Only

Providing and fixing in partitions 4mm thick medium hard board of approved quality including fixing to fames with screws etc, complete with 50mm x 12mm teak wood beading (Frames tobe Rupees Five Hundred Forty-Seven and Paise

paid separately) Eighty-Five Only

25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable distances but not exceeding 75 cm. apart with Mango wood or equivalent quality.

Rupees One Thousand Three Hundred Thirty-

Eight and Paise Ninety-Eight Only

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable distances not exceeding 75 cm. apart with Mango wood or equivalent quality.

Rupees One Thousand Seven Hundred Twenty-

Seven and Paise Twenty-Two Only

402 Providing and fixing M.S. round or square bars with M.S.flats at required spacing in wooden frames of windows and clerestory windows. 1.00 kg 70.50 Rupees Seventy and Paise Fifty Only

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and Rupees One Hundred Six and Paise Twenty-

nuts or by screws (A) Plain Grill. Three Only

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and Rupees One Hundred Fifty-Two and Paise

nuts or by screws. (B) ORNAMENTAL GRILL Thirty-Three Only

Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or weight not less than 7.75 kg. per Sq.M. to window frames etc. including 60 x 20mm beading of teak wood. Rupees Seven Hundred Seventy-Seven and

Paise Seventy-Seven Only

Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l gauge designation 85 G. with wire of dia.0.56 mm to windows and celevating windows including 60 x 20mm beading of teak Rupees Six Hundred Eighty-Five and Paise

wood. Ninety-One Only

Providing and fixing first class indian teak wood 75mm x 60mm moulded hand rails in straight lengths complete. Rupees Four Hundred Ninety-One and Paise

(i) Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood work etc.complete. Rupees Four Thousand Two Hundred Two and

Paise Twelve Only

(ii) Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood work etc.complete. with wooden louvers Rupees Four Thousand Four Hundred Thirty-

plank 12mm thick Four and Paise Thirty-Five Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings Rupees Four Thousand Six Hundred Forty-One

including primer coat of approved quality and two coats of oil painting etc, complete. (i) Fully Glazed. and Paise One Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings Rupees Five Thousand Three Hundred Thirty-

including primer coat of approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled. Eight and Paise Thirty Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings Rupees Four Thousand Nine Hundred Eighty-

including primer coat of approved quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly glazed. Nine and Paise Sixty-Five Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and Rupees Four Thousand Six Hundred Forty-One

fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (i) Fully Glazed. and Paise One Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and Rupees Five Thousand Three Hundred Thirty-

fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled. Eight and Paise Thirty Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and

Rupees Four Thousand Nine Hundred Eighty-

415 fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly glazed. 1.00 Sqm

Nine and Paise Sixty-Five Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm x 7 cm. size including anodized alluminium fixtures and fastenings Rupees Four Thousand Eight Hundred Thirty-

including primer coat of approved quality and two coats of oil painting etc, complete. (i) Fully Glazed. Six and Paise Thirty-Nine Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm x 7 cm. size including anodized alluminium fixtures and fastenings Rupees Five Thousand Five Hundred Thirty-

including primer coat of approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled. Three and Paise Sixty-Eight Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm x 7 cm. size including anodized alluminium fixtures and fastenings Rupees Five Thousand One Hundred Eighty-

including primer coat of approved quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly glazed. Five and Paise Three Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm x 7 cm. size including black enamelled iron oxidized fixtures and Rupees Four Thousand Five Hundred Fifty-One

fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (i) Fully Glazed. and Paise Sixty-Nine Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm x 7 cm. size including black enamelled iron oxidized fixtures and Rupees Five Thousand Five Hundred Thirty-

fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled. Three and Paise Sixty-Eight Only

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm x 7 cm. size including black enamelled iron oxidized fixtures and

Rupees Five Thousand One Hundred Eighty-

421 fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly glazed. 1.00 Sqm

Five and Paise Three Only

Add extra for providing and fixing 40mm thick shutters instead of 35 mm thick shutters including oil paining etc. complete. Rupees Two Hundred Seventy-Two and Paise

Deduct for providing and fixing 25mm thick shutters instead of 35 mm thick shutters including oil paining etc. complete. Rupees Four Hundred Forty-Four and Paise

Twenty-Two Only

Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter with wood grain raised panneled design finish shutter having extra reinforcement on sides & edges in Gel coat finish.

The core of the shutter & frame is to be filed up with injected polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The whole FRP Rupees Two Thousand Nineteen and Paise

frame & shutter is to be water proof weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with fastener sleeve & alluminium fixtures & fastenings. Ninety-Eight Only

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress panel shutter having extra reinforcement on sides & edges in Gel coat finish. The core of the shutter & frame is to be

filed up with injected fire retardant grade polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The whole FRP frame & shutter is to Rupees Two Thousand Three Hundred Seventy-

be water proof weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & alluminium fixtures & fastenings & fastener sleeve. Seven and Paise Seventy-Six Only

Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter having extra reinforcement on sides & edges in polish finish. The core of the shutter & frame is to be filed up with

injected polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The whole FRP frame & shutter is to be water proof weather proof, Rupees Two Thousand Six Hundred Fifteen and

termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & alluminium S.S fixtures & fastenings & fastener sleeve. Paise Four Only

Providing and fixing FRP of 28mm thick Fibre Glass shutter with 1.5 to 2.0 mm thick fire retardent grade FRP skin in depressed panel design having extra reinforcement on sides & edges & in Gel

coat finish. The core of the shutter is to be filled up with injected retardent grade polyurethane foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & Rupees One Thousand Five Hundred Sixty and

fintures. The whole FRP frame & shutter is to be water proof ,weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & Paise Thirty-Three Only

alluminium S.S fixtures & fastenings & fastener sleeve.

Providing and fixing FRP of 35mm thick Fiber Glass shutter with 1.5 to 2.0 mm thick fire retardent grade FRP skin in depressed panel design having extra reinforcement on sides & edges & in Gel

coat finish. The core of the shutter is to be filled up with injected retardent grade polyurethane foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & Rupees One Thousand Two Hundred Sixty-Nine

fintures. The whole FRP frame & shutter is to be water proof ,weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & and Paise Sixty-Three Only

alluminium fixtures & fastenings.

Supply of 35mm thick Fiber Glass shutter with 1.5 to 2.0 mm thick fire retardent grade FRP skin in wood grain rasied panel design having extra reinforcement on sides & edges & in polish design

finish. The core of the shutter is to be filled up with injected retardent grade polyurethane foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. Rupees Nine Hundred Eighty-Six and Paise

The whole shutter is to be water proof ,weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & alluminium S.S finish fixtures Thirty-Nine Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing windown shutter of 75x30 mm size with 4mm fully glazed panels with PVC batten main farme size having 1.5 to 2.0 mm thick fire retardent grade FRP shutter having extra

reinforcement on sides & edges in polish finish. The core of the shutter & frame is to be filed up with injected polyurethene foam done in situ alongwith embedded wooden pieces for stiffening

Rupees Two Thousand Eight Hundred Forty-

430 & also taking hinges & fintures. The whole FRP frame & shutter is to be water proof weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with 1.00 Sqm

Three and Paise Sixty-Two Only

necessary screws & alluminium S.S fixtures & fastenings & fastener sleeve.

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and

15mm x 15 mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture, M.S. frame shall be covered with 5 mm thick heat moulded PVC ‘C’

channel of size 30 x 50 mm forming stiles, and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as

Rupees One Thousand One Hundred Forty-Six

431 gap insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading on eighter side, and joined together with solvent cement adhesive,. An 1.00 sqm

and Paise Thirty-Seven Only

additional 5mm thick PVC strip of 20mm width is to be stculk on the interior side of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

Providing and fixing 30mm thick FACTORY MADE SOLID BOTH SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, top and bottom rails. M.S. frame shall have a coat of steel primer of approved

makde and manufactures. M.S frame covered with 5mm thick heat moulded prelim PVC ‘C’ channel of siz 30mm thickness, 70 mm width of which 50mm shall be flat and 20mm shall be tapered

in 45 degree Angle on either side forming stiles, and 5mm thick, 95mm wide pream PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side ot form

top and bottom rail and 115mm wide prelim PVc sheet out of which 75nmm shall be flat and 20mm shall be tapered on both side to form lock rail, Top, bottom and lock rails shall be provided Rupees Two Thousand Two Hundred Thirty-Six

either side of the panel. 10mm (5mm x 2) thick 20mm wide cross PVC sheet shall be provided as gap insert for top rail and bottom rails. Panelling of 5mm thck both side prelim PVC sheet to be and Paise Fourteen Only

fitted in the M.S. frame welded,sealed to the stiles and rails with 7mm (5mm + 2 mm) thick x 15mm wide PVC sheet beading on inner side, and joined togeth with solvent cement adhesive. An

additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C” chanel using PVC solvent adhesive etc. complete as per direction of Engineering in charge,

manufacture’s specification and rawing.

Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thckness and size of 19mm x 19mm for stiles, and 15mm x 15mm for top and bottom rails. The M.s. frame shall have coat of

steel primers of approved makde and manufacture. The M.S. frame shall be covered with 5mm thick heat moulded single side prelim PVC ‘C’ channel of size 30 x 50mm to form stiles and 5mm

thick and 75mm wide single side prelim PVC sheets shallbe for the top, bttom and lock rails. Paneling of 5mm thick one side prelim sheet to be fitted in the M.S. frame and sealed to the front

(Prelam side) stiles and rails (which should have a 5mm 45 degree bent portion as beading) and attached to the back (white/lvory) stiles and rails (which should have a 10mm 90 degree bent Rupees Two Thousand Twenty-Three and Paise

portion as beading) using 2 nos. 15mm wide x 5mm thick PVC sheet beading inside the 9 degree bent beading. All stiles, rails and beading to be joined to the panel using solvent cement.An Three Only

additional 5mm thick PVC strip of 20mm width is to be struck on the interior side of the ‘C’ channel using PvC solvent adhesive and 10mm thick (5mm x 20) thick 20mm width cross PVC sheet to

be fitted as gap insert for top and bottom rails, etc. complete as per direction of Engineer in charge, manufacture’s specification and drawing.

Providing and fixing 30mm thick FACTOR MADE FULLY GLAZED SOLID PVC DOOR SHUTTER consisting of frame made out of M.S. tube of 19m gauge thickness and size of 19mm x 19mm for styles

and 15mm x 15mm for top, lock and bottom rails M.S. frame shall have a coat of steel primer of approved make and manufacture, M.s. frame shall be covered with 5mm thick heat moulded PVC

‘C” channel of size 75mm x 30mm x 50mm out of which 10mm shall be bent at 90 degree towards inner side on front face of the door forming stiles. For top rail and bottom rail, M.S. frame shall

be covered with 5mm thick, 100mm wide PVC sheet out of whch 10mm shall be bent of 90 degree towars inner side on front face of the door. M.S. frame at lock rail shall be covered with

mm wide PVC sheet out of which 10mm on both the edges shall be bent at 90 degre on front face of the door and 75mm wide PVC sheet shall cover the M.S. frame at top, lock and bottom rail on

side of door, 5mm thick 20mm wide cross PVC sheet as gap insert for tp and bottom rail.PVC sheet beading of 15mm thck (5mm x 30, 15mm wide to be stuck, internally with solvent cement Rupees Two Thousand Thirty-Three and Paise

adhesive in stiles and rails. Glass panel will be fitted exernally in the clear space available between the stiles and rails and fixed between PVC sheet of stiles and rails bent at 90 degree on front Thirteen Only

face and 15mm x 10mm ‘L’ shape outer beading nailed on stiles and rails at the back side. So that the ‘L’ shape PVC beading can be removed when required for replacement of broken glass etc.

complete as per direction of Engineer in charge and manufacture’s specification.

Providing and fixing 30mm thick factory made wire guazed solid PVC Door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and

15mm x 15mm for top, lock and bottm rails, M.S. frame shall have a coat of steel primers of approved make and manufacture, 19mm x 19mm M.S. square tubes shall be coveed with 5mm thick

head mouled PVC ‘C’ channel of size 30mm thickness, 90mm width out of which 75mm shall be flat and 15 mm shall be bent in 90 degree angle on either side forming stiles and 5mm thick

115mm wide PVC sheet out of which 100mm shal be flat and 15mm shal be betn in 90 degree on the inner side to from top and bottom rails and 130mm wide PVC sheet out of which 100mm

shal be flat and 15mm shal be bent in 90 degree on both side to from lock rail 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panel will be of G.I.

wire gauge of 24 gauge to be fitted in by ‘C’ channel of size 10mm x 35mm on the either side in the stiles.The inner side ‘C’ channel is fixed by 19mm x 19mm M.S. tube on both side with screws. Rupees One Thousand Nine Hundred Eighty-

The wire mesh in top, bottom and lock rail is sealed with 15mm x 15mm tube with G.I.wire, 1mm (5mmm x 2) thick PVC strip of 25mm width is to be stuck and screw on both side of G.I. wire Seven and Paise Sixty-Eight Only

guage interior at the top, bottom and lock rails. An additional 5mm thck PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc.

complete as per dirction of Engineer in charge, manufacture’s specification and drawing.

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing 35mm thick factory made moulded door shuter consisting of solid core single leaf flush door of 30mm thickness, lipped with 15mm (5mm x 3) thick x 30mm width on one

stiles and top rail and 10mm (5mm x 2) thick x 30mm width on the other stiles and bottom rails. The inner panel laminated with 2mm thick termite proof, water proof and fire resistant moulded

Rupees Two Thousand One Hundred Fifty-Two

436 PVC sheet with 2,4,6 raised panel design in different plain and /or prelim colours on one side after routing the moulded design on flush door and 2mm plain and/or prelim PVC sheet on other 1.00 sqm

and Paise Thirty-One Only

side using rubber adhesive on flush door and solvent cement adhesive on the PVC liping etc. complete as per direction of Engineer in charge, manufacture’s specification and drawing.

Providing and fixing 30mm thick factory made moulded door shutter wood free consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of 25mm x 25mm for stiles, top and bottom rails, M.S. frame shall have a coat of steel primers. The inner panel shall consist of 25mm thick High Density

EPS conforming to IS 4671-1984 bonded with 2mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 raised panel design in different plain and /or prelim colours

after routing the moulded design on one side and 2mm plain and/or prelim PVC sheet on other side of the EPS. The edges of panel to be sealed with lipping of 10mm wide PVC sheet batton Rupees One Thousand Nine Hundred Seventy-

(made by sticking 2 PVC rigid foam sheets of 5mm thickness using PVC solvent cement) and stiles 25mm (5mm x 5) thick and 30mm width PVC sheet fitted along M.S. tube for lock provision and Nine and Paise Sixty Only

for lock height 5mm thick PVC sheet of size 150mm x 100mm fixed with upper and lower face of inner side of EPS panel etc. complete as per direction of Engineer in charge manufacture’s

specification and drawing.

Providing and fixing factory made polyvinyl chioride (PVC) door frame of the size 50 x 47 mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre out of two

corners and joined with 2nos. of 150mm long brackets of 15 x 15mm M.s. Square tubes. The two vertical door profiles are to be reinforced with 19 x 19 mm m.s. square tube of 19 gauge, EPDM

Rupees Three Hundred Eighteen and Paise

438 rubber gasket weather seal to be provided through out the frame. The door frame shal be fixed to the wall using 65/100 mm long M.S. screws through the frame by using PVC fasteners. A 1.00 sqm

miniumum of 4 nos. os screws to be provided for each vertical members and minium 2 nos. for horizontal members etc. complete as per manufactures specification and direction of Engineer in

Providing and fixing of fully glazed solid PVC panel PVC door along with solid PVC door frame. 30mm thick FACTORY MADE FULLY GLAZED SOLID PVC DOOR

SHUTTER consisting of frame made out of M.S. tube of 19 gauge thickness and size of 19mm x 19mm for style and 15mm x 15mm for top, lock and bottom rail. M.S. frame shall have a coat of

steel primer of approved make and manufacture. M.S. frame shall be covered with 5 mm thick heat mouled PVC ‘C” channel of size 75mm x 30mm x 50mm out of whch 10mm shall be bent at

degree towards inner side on front face of the door. M.S. frame at lock rail shall be covered with 125 mm wide PVC sheet out of which 0mm on both the edges shall be bent at 90 degree on front

face of the door and 7mm wide PVC sheet shall cover the M.S. frame at top, lock and bottom rail on back side of door, 5 mm thick 20mm wide cross PVC sheet as gap insert for top and bottom Rupees One Thousand Eight Hundred Ninety-

rail. PVC sheet beading of 15mm thick (5mm x3) 15mm wide to be stuck internally with solvent cement adhesive in stiles and rails. Glass panel will be fittd externally in the clear space available Nine and Paise Forty-Eight Only

between the stiles and rails and fixed between PVC sheet of stiles and rails bent at 90 degree on front face and 15mm x 10mm ‘L shape outer beading nailed on stiles and rails at the back side. So

tha the ‘L’ shape PVC beading can be removed when required for replacement of broken glass etc. complete as per direction of Engineer in charge and manufactuture’s specification

Providing and fixing complete sliding shutter solid PVC window 25mm thick factory made glazed solid PVC window shutter consisting of frame made out of M.S. tube of 19 gauge of size 15 x

15mm for styles top, bottom rail. M.S. frame shall have a coat of steel primer of approved make and manufacture, M.S. frame shall be covered with 4mm thick heat mouled PVC ‘C’ channel of

size 58mm x 25mm x 38 mm out of which 8mm shall be bent at 90 degree towards inner side on front face of the window shutter forming stiles. For top rail and bottom rails, M>S. frame shall be

covered with 4mm thick, 58mm wide PVC sheet out of which 8mm shall be bent at 90 degree towards inner side on front face and 38mm wide PVC sheet shall cover the M.S. frame at top and

bottom rail on back side of window shutter, 4mm thick 15mm wide cross PVC sheet as gap insert for top and bottom rail. PVC sheet beading of 8mm thick (4mm x 2) to be stuck internally with Rupees Two Thousand Six Hundred Two and

solvent cement adhesive in top and bottom rails. Glass panel will be fitted externally in the clear space available between stiles & rails and fixed between PVC sheet of stiles and rails bent at 90 Paise Sixty-Two Only

degree on front face 12mm x 123mm ‘L’ shape outer PVC beading nailed on stiles and rails at the back side so that ‘L’ shape outer PVC beading can be removed when required for replacement of

broken glass etc. complete as per direction of etc. complete as per direction of Engineer in charge and manufactuture’s specification.

Providing and fixing Plain/Printed PVC sheet wall paneling of thickness 5mm consisting of panels having size 1220 mm x 2440 mm stuck on inner frame work of 50mm wide strips of 5mm thick

PVC sheet. The strips should have in their center a groove of 6mm width and 1mm depth for sinking the head of the screw used to fix the strips to the wall and should be placed vertically at equal

Rupees Eight Hundred Fifty-Three and Paise

441 intervals of 10” center to center. The PVC strips shall be fixd to the wall using 65mm long M.s. scress through the groove in the strip by using PVC fasteners. The distance between two screws 1.00 sqm

Forty-Five Only

shall not be more than 200 A groove of 2mm may be left at the joint of two panel for aesthetic looks. The exact size of the panel and correspondingly of the grid may vary depending on the size

Providing and fixing Prelam PVC sheet wall paneling of thickness 5mm consisting of panels having size 1220 x 2440 mm stuck on inner frame work of 50mm wide strips of 5mm thick PVC sheet.

The strips should have in their center a grove of 6mm width asnd 1mm depth for sinking the had of the screw using to fix the strips of the wall and should be placed vertically at equal intervals of

Rupees Nine Hundred Fifty-Three and Paise

442 10” center to center. The PVC strips shall be fixed to the wall using 65mm long M.S. scres through the groove in the strip by using PVC fasteners. The distance between two screws shall not be 1.00 sqm

Forty-Four Only

more than 200 mm. A groove of 2mm may be left at the joint of two panel for aesthetic looks. The exact size of the panel and correspondingly of the grid may vary depending on the size of the

Providing and fixing full height Prelam PVC partition system 50mm thick consisting of 40mm sandwich PVC panel made out of 36mm high density expanded polystyrene sheet (E.P.S. Thermocol)

stuck on both side with 2mm thick prelim PvC sheet reinforced with frame work made from 35mm x 5mm M.S. angle. In between two M.S. angles 4 mm with feathered edges shall be fixed on

floor and 50 x 75 mm with feathered edges prelim PVC “C” channel of size 50mm x 75mm with feathered edges prelim PVC panel shall be inserted in the PVC ‘C” channel The first and last M.S.

angle should be erected such that it is inside a PVC C channel of size 50 x 75mm In between adjoining EPS sandwiched PVC partition panel 4mm thick x 75 mm width prelim PVC sheet feathered Rupees Two Thousand One Hundred Seventy-

at edges shall be stuck on front and back face using solvent cement etc. An additional 4mm thick PVC strip of 40mm width is to be stuck on the intrior side of the ‘C” channel using PVC solvent Three and Paise Fifty-Two Only

adhesive completeas per direction of Engineer in charge.

Manufacture’s specification and drawing.

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing full height Plan/colour PVC partition system 50mm thick consisting of 40mm sandwich PVC panel made out of 36mm high density expanded polystyrene sheet (E.P.S.

Thermocol) stuck on both side with 2mm thick plain PVC sheet reinforced with frame work made from 35mm x 5mm M.S. angle. In between two M.S. angles 4 mm thick plan heat moulded PVC

‘C’ channel of size 50mm x 100 mm with feathered edes shall be fixed on floor and 50 x 75 mm with feathered edges plain/printed/prelim PVC ‘C’ channel shall be fixed in the ceiling. Sandwich

PVC panel shall be inserted in the PVC “c” channel. The first and last M.S. angle should be erected such that it is inside a PVC C channel of size 50 x 75mm. In between adjoining EPS sandwiched Rupees One Thousand Eight Hundred and

PVC partition panel 4mm thick x 75mm width plain PVC sheet feathered at edges shall be stuck on front and back face using solvent cement etc. And additional 4mm thick PVC strip of 40mm Paise Eighty-Three Only

width is to be stuck on the interior side of the C channel using PVC solvent adhesive complete as per direction of Engineer in charge, manufacture’s specification and drawing.

Providing and fixing full height Printed PVC partition system 50mm thick PVC partition consisting of 40mm sandwich PVC panel made out of 36mm high density expanded polystyred shet (EPS

Thermocol) stuck on the both side with 2mm thick printed PVC sheet reinforced with frame work made from 35mm x 5mm M.S. angle. IN between two M.S. angles 4mm thick printed heat

moulded PVC C channel of size 50mm x 100mm with feathered, edges shall be fixed on floor and 50 x 75 mm with feathered edges printed PVC C channel shall be fixed in the ceiling, Sandwich

PVC panel shall be inserted in the PVC C channel. The first and last M.S. angle should be erected such that it is inside a PVC C channel of size 50 x 75mm In between adjoining EP sandwiched PVC Rupees One Thousand Nine Hundred Twenty-

partition panel 4mm thick x 75mm width printed PVC sheet feathered at edges shall be suck on front and back face using solvent cement. If the height of partition exceeds 8 feet; then 15mm x One and Paise Two Only

30mm M.S. tube is welded horizontally at the joint of panels in between two vertical angels etc. An additional 4mm thick PVC strip of 40mm width is to be stuck on the interior side of the C

channel using PVC solvent adhesive complete as per direction of Engineer in charge, manufactures.

Providing and fixing PVC plain colour false ceiing with grid type with alu frame consisting of 600 mm x 600mm 3mm thick plain PVC sheet used as panel insert in a frame work made using

anodized alluminium T section of size 1” x 1” (25 x 25mm, 19 gauge or 1mm thick) in square pattern of grid sizes of 2 x 2 (600 x 600mm). The alluminium frame work is supported from the ceiling

Rupees Three Hundred Three and Paise Twelve

446 with the help of G.I. hook and G.I. wire/6mm M.S. rods of required sizes to maintain proper level etc. The aluminium frame work is supported on side wall with the use of alluminium L section of 1.00 sqm

size 1 x 1 (25 x 25mm) angles et. Complete as per direction of Engineer in charge. Manufactures, specification and drawing

Providing and fixing PVC Printed pain colour false ceiling with grid type with alluminium frame consisting of 600mm x 600mm 3mm thick plain PVC sheet used as panel insert in a frame work

made using anodized alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square pattern of grid sizes of 2 x 2 (600 x 600mm) The alluminium frame work is supported

Rupees Seven Hundred Seventy-Three and

447 from the cceiling with the help of G.I. hook and G.I. wire/6mm M.S. rods of required sizes to maintain proper level etc. The aluminium frame work is supported on side wall with the use of 1.00 sqm

Paise Sixty-Six Only

alluminium L section of size 1 x 1 (25 x 25mm) angles etc. complete as per direction of Engineer in charge. Manufactures specification and drawing.

Providing and fixing PVC plain colour false ceiling with flush type with alluminium frame, frame work is done with three different sections of G.I. sheet of 24 gauge thickness named as C, U and L.

The C section is fixed with hangers at an equal distance of 36” each and then U section is fixed perpendicular on C section with steel screws at an equal distance of 16” each. The complete frame

work is supported by G.I. L angle 6mm rod hangers from the roof and L sections is fixed all around the wall as shown in the diagram. 5mm PVC sheet strips of size 2 wide and fixed with counter Rupees Three Hundred Fifty-Two and Paise

sunk steel screw on the U section. Further 3mm PVC sheet is stuck to these PVC strips with solvent cement such that joining lines are perfectly matched. P.U. putty is filled, ceiling for getting fine Fifty-Six Only

surface finish etc. complete as per direction of Engineer in charge, manufacturer’s specification and drawing.

Providing and fixing PVC printed false ceiling with flush type with alluminium frame, frame work is done with three different sections of G.I. sheet of 24 gauge thickness named as C, U and L. The

C section is fixed with hangers at an equal distance of 36” each and then U section is fixed perpendicular on C section with steel screws at and equal distance of 16” each. The complete frame

work is supported by G.I. L angle/6 mm rod hangers from the roof and L sections is fixed all around the wall as shown in the diagram. 5mm PVC sheet strips of size 2 wide are fixd with counter

Rupees Nine Hundred Eleven and Paise Two

449 sunk steel screws on the U section. Further 3mm PVC sheet is stuck to these PVC strips with solvent cement such that joining lines are perfectly matched. P.U. putty is filled, dried and leveled and 1.00 sqm

requisite coats of primer and paint is done on the ceiling for getting fine surface finish etc. complete as per direction of Engineering and charge manufacturer’s specification and drawing

Extra rate for using polyester fiber (12mm) with triangular of equivalent cross section with specific gravity 1.35 to 1.40 (as a secondary reinforcement) in concrete of any grade at the rate of 125

450 gms per 50 kg of Cement consumption. 1.00 Packet of 125 26.26 Rupees Twenty-Six and Paise Twenty-Six Only

Extra rate for using polyester fiber (6mm) with triangular cross of equivalent section with specific gravity 1.35 to 1.40 (as a secondary reinforcement) in mortar of any grade at the rate of 125 gms

451 per 50 kg of cement consumption. 1.00 Packet of 125 26.26 Rupees Twenty-Six and Paise Twenty-Six Only

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant Rupees Ten Thousand One Hundred Sixty-Two

and all taxes (A) 10mm to 16mm dia bar and Paise Sixty-Two Only

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant Rupees Seven Thousand Two Hundred Ninety-

and all taxes (B) 20mm to 32 mm dia bar Six and Paise Twenty-Four Only

Steel work, riveted in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (A) In beams and joists, channels angles Tees, flats,

Rupees Five Thousand Eight Hundred Eighty-

454 with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like. 1.00 q

Nine and Paise Fifty Only

Steel work, riveted in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (D) In trussses and trussed purlins, upto 25 M. span Rupees Six Thousand Seven Hundred Forty-

and 15 M ovarall height. Seven and Paise Eight Only

Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats,

Rupees Eight Thousand Eight Hundred Thirty-

456 with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like 1.00 q

Seven and Paise Fifty Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (D) In trussses and trussed purlins, upto 25 M. span

Rupees Eight Thousand Eight Hundred Ninety-

457 and 15 M. ovarall height. 1.00 q

Nine and Paise Twenty-Nine Only

Providing and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm

Rupees Five Thousand Seven Hundred

458 with 38mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers handles including applying a priming coat of red lead paint. 1.00 q

Seventeen and Paise Forty Only

Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm M.S. gusset plates at Junctions and corners 25 mm dia. pulley,

Rupees Three Thousand Eight Hundred Twenty-

459 40 x 40 x 6mm angle and T-iron guide rail at top and bottom respactively with handles, stoppers and locking agangement etc, including applying a priming coat of red lead paint. 1.00 Sqm

Four and Paise Twenty Only

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted

Rupees Three Thousand Five Hundred Fifty-

460 on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. 1.00 Sqm

Four and Paise Forty Only

complete.(A) Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted

Rupees Four Thousand Five Hundred Forty-Six

461 on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. 1.00 Sqm

and Paise One Only

complete. (B) Shutters having width 3.5 M. and above

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted

Rupees Two Thousand Seven Hundred Ninety-

462 on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push-pull operation complete but excluding the cost of hood cover and 1.00 Sqm

Six and Paise Fifty-Nine Only

spring. (A) Shutters having width below 3.5.M.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted

on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push-pull operation complete but excluding the cost of hood cover and Rupees Three Thousand Seven Hundred Eighty-

spring. (B) Shutters having width above Four and Paise Fifty-Four Only

Providing and fixing 27.5 cm. long wire spring grade No.2 of approved make for rolling shutters. Rupees Six Hundred Thirty-Seven and Paise

Twenty-Two Only

Providing and fixing Hood cover for rolling shutters (A) Shutters having width below 3.5 meters Rupees One Hundred Twenty-One and Paise

Twenty-Three Only

Providing and fixing Hood cover for rolling shutters (B) Shutters having width 3.5 meters and above Rupees One Hundred Twenty-Six and Paise

Seventy-Two Only

Fixing standard steel Doors, windows and ventilatos inwalls with 16 x 3.15 mm longs 10 cm. long embeded in Cement Concrete block 15 x 10 x 10 of 1:3:6 (1- Cement : 3-coarse sand : 6-graded Rupees Two Hundred Fifty and Paise Fifty-Four

stone aggregate of 20mm size ) cost for supply of door/ window/ ventilators shall be paid separately. Only

Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to shape with hooked ends to R.C.C. slabs curing, laying including painting the exposed portion of loops, all as per standard Rupees One Hundred Thirty-Two and Paise

design complete. Twenty-Nine Only

Extra over rate of item 20 for providing and fixing M.S. fan clamps type-II as per standard design in R.C.C. beams during laying towards additional height of the clamp due to beam rib.

469 1.00 Cm Height 1.50 Rupees One and Paise Fifty Only

470 Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates complete. 1.00 Kg 55.60 Rupees Fifty-Five and Paise Sixty Only

Providing and fixing EZ-7 section door/window frame including welding and fixtures fastenings including 3 coats of approved enamel oil paint etc complete. Rupees Seven Hundred Sixty-Four and Paise

Ninety-Nine Only

Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm @wt. 1.384kg/m, horizontal Four track member size

122.20mm x 31.75mm x 1.10mm@ wt 1.205 kg/m, vertical member of size 122.20mm x 31.75mm x 1.50mm @1.398 kg/mt with sliding shutters of horizontal member size 40mm x 18mm x

Rupees Two Thousand One Hundred Forty and

472 1.29mm@ 0.456kg/mt ,vertical member of size 40mm x 18mm x 1.29mm @ 0.456 kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and 1.00 Sqm

Paise Thirty-Three Only

fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.

Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal Three track member size

92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of size 92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 mmx18mm x1.29mm

Rupees One Thousand Five Hundred Eighty-

473 @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings 1.00 Sqm

Three and Paise Ninety-Five Only

and fixtures and transparent silicon sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size

mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal member size 40mm x 18mm x

Rupees One Thousand Seven Hundred Thirteen

474 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent bronze colour tinted float glass with 1.00 Sqm

and Paise Seventy Only

powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour anodized alluminium frame with 5 mm thick transparent bronze

Rupees One Thousand Three Hundred One and

475 colour tinted float glass with colour anodized alluminium frame for ventilation with 5 mm thick frosted glass as details etc complete for.window 1.00 Sqm

Paise Eighty-Two Only

Providing and fixing standared extruded of alluminium section of size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized alluminium frame for ventilation with 5 mm thick Rupees One Thousand One Hundred Seventy-

frosted glass as details etc complete for Ventilation Five and Paise Fifty-Six Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour anodized alluminium frame with 5 mm thick transparent bronze Rupees One Thousand Five Hundred Twenty-

colour tinted float glass as details etc complete for Fix window. Five Only

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder Coated section frame main outer size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal

Four track member size 122.20mm x 31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal

Rupees Two Thousand One Hundred Forty and

478 member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted float 1.00 Sqm

Paise Thirty-Three Only

glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.

Providing and fixing window having extruded aluminum Colour Powder Coated section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt, horizontal Three track member size

92mm x 31.75mm x 1.30mm @ Wt.1.07 Kg/mt, vertical member of size 92mm x 31.75mm x 1.50mm ,@ Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 mmx18mm x1.29mm

Rupees One Thousand Five Hundred Ninety-

479 @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings 1.00 Sqm

One and Paise Eighty-Seven Only

and fixtures and transparent silicon sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour Powder Coated section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size

61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with sliding shutters of horizontal member size 40mm x

Rupees One Thousand Seven Hundred Five and

480 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated 1.00 Sqm

Paise Sixty-Seven Only

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent

Rupees One Thousand Two Hundred Ninety

481 bronze colour tinted float glass with colour anodized alluminium frame for ventilation with 5 mm thick frosted glass as details etc complete for.window 1.00 Sqm

and Paise Eighty-One Only

Providing and fixing standared extruded of alluminium section of size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder Coated alluminium frame for ventilation with 5 mm Rupees One Thousand One Hundred Seventy-

thick frosted glass as details etc complete for Ventilation Five and Paise Fifty-Six Only

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent

Rupees One Thousand Eight Hundred Thirty-

483 bronze colour tinted float glass as details etc complete for Fix window. 1.00 Sqm

Three and Paise Twenty-Nine Only

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E. terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-

graded stone aggregate 10 mm and down gauge) and top layer 10mm thick with white, black or white and blak marble cihps of required sizes from 1mm to 4mm nominal size laid in cement Rupees Seven Hundred Ninety-Five and Paise

marble powder mix 3:1 (3-Cement : 1-Marble powder by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (A) Dark shade pigment with ordinary cement (In top layer only) Six Only

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E. terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-

graded stone aggregate 10 mm and down gauge) and top layer 10mm thick with white, black or white and blak marble cihps of required sizes from 1mm to 4mm nominal size laid in cement

485 1.00 Sqm 922.00 Rupees Nine Hundred Twenty-Two Only

marble powder mix 3:1 (3-Cement : 1-Marble powder by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (B) Light shade pigment with white cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E. terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-

graded stone aggregate 10 mm and down gauge) and top layer 10mm thick with white, black or white and blak marble cihps of required sizes from 1mm to 4mm nominal size laid in cement Rupees Eight Hundred Sixty and Paise Twenty-

marble powder mix 3:1 (3-Cement : 1-Marble powder by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (C) Medium Shade pigment with approx 50% white cement and 50% One Only

ordinary cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E. terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-

graded stone aggregate 10 mm and down gauge) and top layer 10mm thick with white, black or white and blak marble cihps of required sizes from 1mm to 4mm nominal size laid in cement Rupees Eight Hundred Fifty-Eight and Paise

marble powder mix 3:1 (3-Cement : 1-Marble powder by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (D) White cement without any pigment (In top layer only) Fifty-Three Only

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E. terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-

graded stone aggregate 10 mm and down gauge) and top layer 10mm thick with white, black or white and blak marble cihps of required sizes from 1mm to 4mm nominal size laid in cement Rupees Seven Hundred Ninety-Eight and Paise

marble powder mix 3:1 (3-Cement : 1-Marble powder by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (E) Light Shade pigment with ordinary cement (In top layer only.) Thirty-Nine Only

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish top layer 6mm thick with white,black or white and black marble chips of size from smallest

to 4mm nominal size laid in cement marble powder mix 3:1 (3- Cement : 1 marble powder by weight) in proportion of 4:7 (4-cement marble powder mix : 7-marble chips by volume) 20mm thick Rupees Six Hundred Thirty-Four and Paise

with under layer 14mm thick cement plaster 1:3 (1-cement : 3-coarse sand) (A) Dark shade pigment with ordinary cement (In top layer only) Seventy-One Only

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish top layer 6mm white,black or white and black marble chips of size from smallest to 4mm

nominalsize laid in cement marble powder mix 3:1 (3- Cement : 1 marble powder by weight ) in proportion of 4:7 (4-cement marble powder mix : 7-marble chips by volume) 20mm thick with Rupees Seven Hundred Sixteen and Paise Fifty-

under 14mm thick layer cement plaster 1:3 (1-cement : 3-coarse sand) (B) Light shade pigment with white cement (In top layer only) Five Only

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish top layer 6mm white,black or white and black marble chips of size from smallest to 4mm

nominalsize laid in cement marble powder mix 3:1 (3- Cement : 1 marble powder by weight) in proportion of 4:7 (4-cement marble powder mix : 7-marble chips by volume) 20mm thick with Rupees Six Hundred Seventy-Six and Paise

under 14mm thick layer cement plaster 1:3 (1-cement : 3-coarse sand) (C) Medium shade pigment with appox 50% white cement and 50% ordinary cement (In top layer only) Forty-Seven Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish top layer 6mm white,black or white and black marble chips of size from smallest to 4mm

nominal size laid in cement marble powder mix 3:1 (3- Cement : 1 marble powder by weight) in proportion of 4:7 (4-cement marble powder mix : 7-marble chips by volume) 20mm thick with Rupees Six Hundred Eighty-Six and Paise Fifty

under 14 mm thick layer cement plaster 1:3 (1-cement : 3-coarse sand) (D) White cement without any pigment (In top layer only) Only

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish top layer 6mm white,black or white and black marble chips of size from smallest to 4mm

Rupees Six Hundred Thirty-Six and Paise Thirty-

493 nominalsize laid in cement marble powder mix 3:1 (3- Cement : 1 marble powder of 4:7 (4-cement marble powder mix : 7-marble chips by volume) 20mm thick with under plaster 1:3 (1-cement : 1.00 Sqm

3-coarse sand) (E) Light shade pigment with ordinary cement(In top layer only)

Providing and laying cushioning layer on R.C.C. Slab consisting of 75mm thick lime, concrete using brick aggregate of 20mm nominal size mortar compresing of 1-Lime : 2- fine sand) Rupees Two Hundred Forty-Eight and Paise

Eighty-Seven Only

Precast terrzo tiles 22mm thick with white, Black or white and black marble chips of sizes upto 6mm, laid in floors, treads of steps and landings on a bed of 25mm average thickness of lime

Rupees Five Hundred Eighty-One and Paise

495 mortar 1:6 jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete with precast tiles of (1) Light shades using white cement 1.00 Sqm

Twenty-Seven Only

Precast terrzo tiles 22mm thick with white Black or white and black marble chips of sizes upto 6mm laid in floors, treads of steps and landings on a bed of 25mm average thickness of lime mortar

Rupees Five Hundred Sixty-Seven and Paise

496 1:6 jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete with precast tiles of (1) Dark shades using ordinary cement 1.00 Sqm

Precast terrzo tiles 27 to 28mm thick with white Black or white and black marble chips of sizes upto 6mm laid in floors, treads of steps and landings on a bed of 25mm average thickness of lime

Rupees Six Hundred Fourteen and Paise Forty-

497 mortar 1:6 jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete with precast tiles of (1) Light shades using white cement 1.00 Sqm

Precast terrzo tiles 27 to 28mm thick with white Black or white and black marble chips of sizes upto 6mm laid in floors, treads of steps and landings on a bed of 25mm average thickness of lime

Rupees Six Hundred Fifteen and Paise Twenty-

498 mortar 1:6 jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete with precast tiles of (2) Dark shades using ordinary cement 1.00 Sqm

Providing and laying precast terrazo tile 20mm thick white,black, white and black (or of the colour specified in specification of tender item) marble chips of sizes upto 6mm laid in floors, treads

of steps and landings on a bed of 25mm average thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1:cement :6 - coarse sand) jointed with neat cement slurry mixed with Rupees Six Hundred Forty-Seven and Paise

pigment to match the shade of tiles including rubbing and polishing complete with precast tiles of.(A) Light shades using white cement Twenty-Five Only

Providing and laying precast terrazo tile 20mm thick white and black (or of the colour specified in specification of tender item) marble chips of sizes upto 6mm laid in floors, treads of steps and

landings on a bed of 25mm average thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 sand) or C.M. 1:6 jointed with neat cement slurry mixed with pigment to match the shade of tiles including Rupees Six Hundred Fifty-One and Paise Forty-

rubbing and polishing complete with precast tiles of.(B) Medium shades using approx. 50% white cement and 50% ordinary cement One Only

Providing and laying precast terrazo tile 20mm thick white,black,white and black (or of the colour specified in specification of tender item) marble chips of sizes upto 6mm laid in floors, treads of

steps and landings on a bed of 25mm average thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 coarse sand) or C.M. 1:6(:1 - cement :6 - coarse sand) jointed with neat cement slurry mixed with Rupees Six Hundred Four and Paise Sixty-Five

pigment to match the shade of tiles including rubbing and polishing complete with precast tiles of. (B) Dark shades using ordinary cement Only

Providing and laying precast terrazo tiles 20mm thick with marble chips of sizes. upto 6mm in skirting and risers of steps not exceedings 30 cms. in height on 10mm thick cement plaster 1:3 (1-

Rupees Seven Hundred Seventy-Four and Paise

502 cement : 3-coarse sand ) jointed with neat cement slurry including rubbing and polishing complete with tiles of. (A) Light shades using white cement 1.00 Sqm

Providing laying precast terrazo tiles 20mm thick with marble chips of sizes. upto 6mm in skirting and risers of steps not exceedings 30 cms. in hieght on 10mm thick cement plaster 1:3 (1-

Rupees Eight Hundred Forty-Nine and Paise

503 cement : 3-coarse sand ) jointed with neat cement slurry including rubbing and polishing complete with tiles of. (B) Medium Shades using approx. 50% white Cement and 50% ordinary cement 1.00 Sqm

Seventy-Two Only

Providing and laying precast terrazo tiles 20mm thick with marble chips of sizes. upto 6mm in skirting and risers of steps not exceedings 30 cms. in height on 10mm thick cement plaster 1:3 (1-

Rupees Seven Hundred Fifty-Five and Paise

504 cement : 3-coarse sand ) jointed with neat cement slurry including rubbing and polishing complete with tiles of. (B) Dark shades using ordinary cement 1.00 Sqm

Providing and laying chequered terrazo tiles 22mm thick with marble chips of sizes upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5 (1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 -

Rupees Nine Hundred Eight and Paise Sixty-

505 cement :6 - coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete. (A) Light shades using white cement 1.00 Sqm

Providing and laying chequered terrazo tiles 22mm thick with marble chips of sizes upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5 (1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 -

Rupees Eight Hundred Sixty-Five and Paise

506 cement : 6 - coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete. (B) Dark shades using ordinary cement 1.00 Sqm

Twenty-One Only

Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 (1-Lime putty :1.5 coarse

Rupees Eight Hundred Eighty-Five and Paise

507 sand) or C.M. 1:6 (1- cement : 6- coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete. (A) Light shades using 1.00 Sqm

Twenty-Five Only

Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 (1-Lime putty :1.5 coarse

Rupees Seven Hundred Ninety-Five and Paise

508 sand) or C.M. 1:6 jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete. (B) Dark shades using ordinary cement 1.00 Sqm

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in Rupees Nine Hundred Sixty-Three and Paise

white cement. Twelve Only

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in Rupees One Thousand Seventeen and Paise

white cement. Thirty Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with Rupees One Thousand One Hundred Twenty

flush pointing in white cement. and Paise Thirty-Six Only

Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with Rupees One Thousand Five Hundred Thirty-

flush pointing in white cement. One and Paise Eighty-Two Only

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry

Rupees One Thousand One Hundred Twenty-

Seven and Paise Forty-Eight Only

Providing and layingCeramic tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry

514 1.00 Sqm 1074.00 Rupees One Thousand Seventy-Four Only

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement Rupees One Thousand One Hundred Fourteen

slurry and Paise Nine Only

Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry Rupees One Thousand One Hundred Fourteen

and Paise Nine Only

Providing and fixing 50mm internal or external angles of glazed tiles

517 1.00 Rmt 98.56 Rupees Ninety-Eight and Paise Fifty-Six Only

Providing and laying marble stone slab flooring over 20mm (average)base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with Rupees Two Thousand Two Hundred Ninety

gray cement slurry including rubbing and polishing complete. (A) Marble slab 25mm thick and Paise Fifty-Six Only

Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over

Rupees One Thousand Nineteen and Paise

519 and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick 1.00 Sqm

Thirty-Nine Only

Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey cement

Rupees One Thousand One Hundred Thirty-

520 slurry including rubbing and polishing etc. complete. (B) 30 mm thick 1.00 Sqm

One and Paise Twenty-Four Only

Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray Rupees One Thousand Two Hundred Twenty-

cement slury mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. Six and Paise Forty-Six Only

Providing and laying rough chiseled dressed stone flooring over 20mm average thick base of cement mortar 1:5 (1-Cement : 5-coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) Rupees Five Hundred Seventy-Six and Paise

including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (A) 25mm thick Seventy-Nine Only

Providing and laying rough chiseled dressed stone flooring over 20mm thick base of cement mortar 1:5 (1-Cement : 5-coarse sand) or L.M. 1:1.5 including pointing with cement mortar 1:2 (1- Rupees Six Hundred Forty-Three and Paise

cement : 2-stone dust) etc. complete. (B) 40mm thick Fifty-Seven Only

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. Rupees Three Hundred Fifteen and Paise Sixty-

(A) 40mm thick. Nine Only

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. Rupees Three Hundred Sixty-Nine and Paise

(B) 50mm thick. Thirteen Only

Providing and laying cement concrete pavement (25mm to 50mm thick) with 1:2:4 (1-cement : 2-coarse sand :4-stone aggregate 20mm nominal size) including finishing with floating coat of neat

Rupees Four Thousand Five Hundred Twenty-

526 cement complete. 1.00 cu.m

One and Paise Seventy-Three Only

Providing and laying precast cement concrete tiles 20mm thick with aggregate of sizes upto 6mm laid on floors, treads of steps and landing on 20mm thick bed of cement mortar 1:6 (1-cement :

Rupees Four Hundred Ninety-Nine and Paise

527 6-coarse sand) or L.M. 1:1.5 (1 - Lime putty : 1.5 - coarse sand) jointed with neat cement slurry with pigment to match the shade of tiles complete with precast tiles of (C) Dark shades using 1.00 Sqm

ordinary cement

Providing and laying chequered precast cement concrete tiles 22mm thick with aggegate of sizes upto 6mm in floors, treads of steps and landings on 20mm thick bed of C.M. 1:6 (1-cement : 6-

Rupees Five Hundred Forty-Five and Paise

528 sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse sand) joint with neat cement slurry with pigments to match the shade of the tiles. 1.00 Sqm

Seventy-Six Only

Extra for rubbing & polishing the precast c.c. tiles for flooring sketing deta. Rupees One Hundred Fifty-Six and Paise

Providing and laying brick on edge flooring laid dry grouted with c.M. 1:6 (1 - Cement : 6 - coarse sand) including finishing the joints flush curing etc. complete. Rupees Five Hundred Eighty-Two and Paise

Twenty-Nine Only

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material

Rupees One Thousand Four Hundred Sixty-

531 including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for DARK shade 1.00 Sqm

Seven and Paise Seventy-Two Only

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material

Rupees One Thousand Four Hundred Sixty-

532 including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for antiskit 1.00 Sqm

Seven and Paise Seventy-Two Only

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material

Rupees One Thousand Three Hundred Thirty-

533 including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for light shade 1.00 Sqm

One and Paise Twenty-Two Only

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M200 grade concret as per approved design and including Rupees Three Hundred Ninety-Seven and Paise

excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. Fifty-Three Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including Rupees Three Hundred Seventy-Four and Paise

excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. Ninety-Two Only

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved

Rupees Seven Hundred Six and Paise Ninety

536 design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. 1.00 Sqm

Providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring

Rupees Seven Hundred Seventy-Nine and Paise

537 mortar creme out upto surface using white cement including rounding off junctions and extending them upto 15 cm along the wall,clearing with water and oxalic acid etc. as directed. 1.00 Sqm

Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 Rupees One Thousand Five Hundred Thirteen

coarse sand) & jointed with white cement slurry. and Paise Twenty-Eight Only

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with Rupees Seven Hundred Thirty-Four and Paise

white lead complete excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet. Nineteen Only

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet. Rupees Six Hundred Sixty-Four and Paise

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet fixed with G.I. J or L Hooks, Bolts and nuts glavanised iron J or L Hooks Bolts and nuts 8mm dia G.I. Limpet and bitumen washers Rupees One Thousand Seventy-Eight and Paise

complete. Forty-Six Only

Providing and fixing 150mm wide 450mm over all semicircular plain G.I.sheet class-3 gutter with Iron brackets 40mm x 3mm size Bolts, Nuts, washers etc. including making necessary connection Rupees Five Hundred Eighty-One and Paise

with rain water pipes. (i) 0.80 mm thick Sheet. Thirty-Two Only

Filling cement concrete 1:2:4 (1- Cement :2-coarse sand :4-graded stone aggregate 12.5 mm nominal size) in gaps of A.C. sheet corrugation and wings of ridges.

543 1.00 Rmt 23.62 Rupees Twenty-Three and Paise Sixty-Two Only

Providing and fixing tiles roofing with manglore tiles including teak reepers of sizes 50mm x 25mm. Rupees Two Hundred Seventy-Three and Paise

Ninety-Three Only

Providing and fixing five courses water profing treatment with bitumen felt consisting of second and fourth course of blown / bitumen or/ and residual bitumen applied hot at 1.2 kg.per Sq.M.of

area for each course and first course with fibre base bitunen saturated under lay type land third course with fibre base self finished felt type 2 grade 1 and fifth and final course of stone grit 6mm Rupees Four Hundred Eighty-Three and Paise

and down size or pea sizes gravel spread at 0.008 Cu. Metre / Sq. metre including preparation of surface excluding grading complete. Eleven Only

Providing and fixing on wall face C.I. Rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1- Cement : 2-fine sand) (A) 75 mm dia. Rupees Two Hundred Ninety-Five and Paise

Providing and fixing M.S Holder bat clamps of approved design to C.I. or S.C.I. pipes embedded in and including cement concrete blocks 100mm x 100mm x 100mm. size of 1:2:4 ( 1-Cement : 2-

Rupees One Hundred Twenty and Paise

547 coarse sand :4- graded stone aggregate of 20mm nominal size ) and cutting holes and making good the wall etc, complete. (A) 75mm dia. 1.00 Each

Seventy-Seven Only

Providing and fixing and embedding sand, C.I. rain water pipes in the masonry surrounded with 12mm thick cement mortar of the same mix as that of masonry. (A) 75 mm dia pipe. Rupees Three Hundred Fifteen and Paise Fifty-

Providing and fixing for wall plugs and standard holder bat clamps comprising of two semicircular haves of flat iron and cast iron base screwed on wooden plugs. (B) 80 mm dia.

549 1.00 Each 69.66 Rupees Sixty-Nine and Paise Sixty-Six Only

Providing and fixing for wall plugs and standard holder bat clamps comprising of two semicircular haves of flat iron and cast iron base screwed on wooden plugs. (C) 100 mm dia.

550 1.00 Each 79.51 Rupees Seventy-Nine and Paise Fifty-One Only

Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet fixed with hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 mm etc complete as directed by Rupees One Thousand Four Hundred Forty-

Engineer in charge. One and Paise Ninety Only

Providing and fixing wooden planks ceiling with tounged and grooved jointing and wood screws (frame work and cover fillings to be measured and laid for separately) (A) Indian Teak wood (i) Rupees One Thousand Forty-Six and Paise

12mm thick Thirty-Three Only

Providing and fixing wooden planks ceiling with tounged and grooved jointing and wood screws (frame work and cover fillings to be measured and laid for separately) (A) Indian Teak wood (ii) Rupees One Thousand Five Hundred Twenty-

20mm thick Six and Paise Sixty-Seven Only

Providing and fixing wooden planks ceiling with tounged and grooved jointing and wood screws (frame work and cover fillings to be measured and laid for separately) (A) Indian Teak wood (iii)

Rupees One Thousand Eight Hundred Thirty-

554 25mm thick 1.00 Sqm

Three and Paise Thirty-Eight Only

Deduct for butt jointing in place of touged and grooved type joint in item No.16.3

555 1.00 Sqm 39.75 Rupees Thirty-Nine and Paise Seventy-Five Only

Providing and fixing fibre insulations board lining with butt jointing and Nails (frame worked cover fillets to be measured and paid for separately) (i) 12mm thick Rupees Two Hundred Seventy-Four and Paise

Forty-Nine Only

Providing and fixing fibre insulations board lining with butt jointing and Nails (frame worked cover fillets to be measured and paid for separately) (ii) 18mm thick Rupees Three Hundred Sixty-Two and Paise

Providing and fixing fibre insulations board lining with butt jointing and Nails (frame worked cover fillets to be measured and paid for separately) (iii) 25mm thick Rupees Four Hundred Forty-Three and Paise

Providing and playwood lining with but jointed and nails (frame work and cover fillets to be measured and paid for separately) (i) 6mm thick ply. Rupees Three Hundred Seven and Paise Forty-

Providing and playwood lining with but jointed and nails (frame work and cover fillets to be measured and paid for separately) (ii) 9mm thick ply. Rupees Four Hundred Ten and Paise Seventy-

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having Tegular edge & 15 mm Thick Densified edges on the Tile Periphery for Extra Strength The Light weight

calcium silicate ceiling tiles shall have , light reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity0.043° w/m KC.for the best

thermal Insulation . The Light weight calcium Silicate tile shall be of approved texture Fine fissured/ Spintone/Cosmos having NRC value of 0.5 & Globe having NRC value of 0.75 NRC or

equivalent of size 595 X 595 mm to be laid on true horizontal level suspended inter locking metal grid of hot dipped galvanized steel sections (galvanizing @120 grams per sqm including both

side) consisting of main ‘T’ runner suitably spaced at joints to get required length and size of 24X38mm made from 0.30 mm thick (minimum) sheet, 1200mm centre to centre, and cross ‘T’ of

size 24X28mm made out of 0.33mm (Minimum) sheet spaced 1200mm along spaced between main ‘T’ at 600mm centre to centre to form agrid of 1200X600mm and secondary cross ’T’ of

length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to be interlocked at middle of the 1200X600mm panel to form grid of size 600X600mm resting on periphery

walls/partitions on a perimeter wall angle pre-coated steel of size (24X24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm

long dry wall screws @ 230mm interval and laying 15mm thick Densified edges light weight calcium silicate ceiling tiles of approved texture (Fine Fissured/Cosmos/Spintone) in the grid Rupees One Thousand Six Hundred Seventy-

561 including, cutting /making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required, Main ‘T’ runners to be suspended from ceiling using G.I. 1.00 Sqm

Four and Paise Fifteen Only

slotted cleats of size 25X35X1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanized steel level clips of size 85X30X0.8mm, spaced at

1200mm centre to centre long main ‘T’ bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as

directed by engineer-in-charge.Note:- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area

less than 0.30 sqm. The calcium silicate ceiling tiles shall have NRC. Value of 0.50 (Minimum) for Fine fissured/Spintone/Cosmos and 0.75 NRC for Globe, light reflection 85% non-combustible as

per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity. 0.043° w/m KC.for the best thermal Insulation

Pro. And fixing single layer water proof gypsum board 12.5 mm thick sections using water proof board of size 1220 mm x 1830 mm x 8.0 mm suspended by GI suspender channel of size 25 mm x

3 mm with intermediate channel og size 18 mm x 40 mm x 0.8 mm at 1220 mm center to center ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c and perimeter channel A of size

Rupees Five Hundred Eight and Paise Ninety

562 20 mm x 27 mm x 30 mm x 0.5 mm at edges & drops incl.paper tap sand sofit cleat, anchor fastener, scoch bolt connecting cleat,joining compound top coat on ceiling incl.making necy.opening 1.00 Sqm

for light fitting,diffuser etc. comp. as per detail drawing as directed

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Rupees One Hundred Thirty-Five and Paise

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) Rupees One Hundred Twenty-One and Paise

Ninety-Four Only

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (iii) Cement mortar 1:6 (1-cement:6-sand) Rupees One Hundred Eight and Paise Fifty-

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) Cement Rupees One Hundred Eighty-Five and Paise

mortar 1:3 (1-cement:3-sand) Forty-One Only

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement Rupees One Hundred Sixty-Five and Paise Two

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

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (iii) Cement Rupees One Hundred Forty-Five and Paise

mortar 1:6 (1-cement:6-sand) Sixty-Five Only

Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3- Rupees One Hundred Eighty and Paise Forty

Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4- Rupees One Hundred Sixty and Paise Fifty-

sand) Three Only

Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (iii) Cement mortar 1:6 (1-cement:6- Rupees One Hundred Forty-One and Paise

sand) Thirty-One Only

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of Rupees Three Hundred Fifteen and Paise Sixty-

C.M. 1:1 (1-cement : 1-sand) etc. complete. Nine Only

Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse sand) (A) Flush pointing

573 1.00 Sqm 96.72 Rupees Ninety-Six and Paise Seventy-Two Only

Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse sand) (B) Ruled pointing

574 1.00 Sqm 99.55 Rupees Ninety-Nine and Paise Fifty-Five Only

Pointing on brickwork with cement mortar 1:4 (1-cement : 4-coarse sand)(A) Flush pointing Rupees Ninety-Three and Paise Seventy-Two

Pointing on brickwork with cement mortar 1:4 (1-cement : 4-coarse sand) (B) Ruled pointing

576 1.00 Sqm 96.72 Rupees Ninety-Six and Paise Seventy-Two Only

Pointing on coursed stone masonry with cement mortar 1:3 (1-cement : 3-coarse sand) (A) Flush pointing

577 1.00 Sqm 89.20 Rupees Eighty-Nine and Paise Twenty Only

Pointing on coursed stone masonry with cement mortar 1:3 (1-cement : 3-coarse sand) (B) Ruled pointing

578 1.00 Sqm 92.20 Rupees Ninety-Two and Paise Twenty Only

Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-cement : 3-coarse sand) (A) Flush pointing Rupees One Hundred Five and Paise Fifty-

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-cement : 3-coarse sand)(B) Ruled pointing

580 1.00 Sqm 110.08 Rupees One Hundred Ten and Paise Eight Only

Extra over item No.573 to 580 for pointing on walls on the outside at height more than 10metres from ground level for every additional height of 5 metres of part there of.

581 1.00 Sqm 6.86 Rupees Six and Paise Eighty-Six Only

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat cement finishing, watering etc. complete. Rupees Twenty-Four and Paise Twenty-Eight

Providing 20 mm thick double coat mala cement plaster on interior brick / concrete work for plastering comprising of base coat of 12 mm thick cement plaster in cement mortar (1 Cement :

Rupees Two Hundred Eighty-Six and Paise Ten

583 coarse sand) in rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including scaffolding curing etc. complete. 1.00 Sqm

Providing 20 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in

584 1.00 Sqm 215.06 Rupees Two Hundred Fifteen and Paise Six Only

Cement mortar 1:6 (1 Cement : 6 sand)

Providing 15 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on rough (similar) side of single or half brick walls for interior plastering upto floor two level and Rupees One Hundred Sixty-Three and Paise

finished even and smooth in Cement mortar 1:6 (1 Cement : 6 sand) Twenty-Eight Only

Providing 10 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on brick/ concrete walls for interior plastering upto floor two level and finished even and smooth in Rupees One Hundred Seven and Paise Sixty-

Cement mortar 1:6 (1 Cement : 6 sand) Five Only

Providing 20 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in Rupees Two Hundred Thirty-Three and Paise

Cement mortar 1:4 (1 Cement : 4 sand) Ninety-Eight Only

Providing 15 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on rough (similar) side of single or half brick walls for interior plastering upto floor two level and Rupees One Hundred Seventy-One and Paise

finished even and smooth in Cement mortar 1:4 (1 Cement : 4 sand) Eighty-Four Only

Providing 10 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on brick/ concrete walls for interior plastering upto floor two level and finished even and smooth in Rupees One Hundred Seventeen and Paise

Cement mortar 1:4 (1 Cement : 4 sand) Eleven Only

Providing 20 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in Rupees Two Hundred Fifty-One and Paise Eight

Cement mortar 1:3 (1 Cement : 3 sand) Only

Providing 10 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on brick/ concrete walls for interior plastering upto floor two level and finished even and smooth in Rupees One Hundred Twenty-Seven and Paise

Cement mortar 1:3 (1 Cement : 3 sand) Fifty-Eight Only

Providing 15 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on rough (similar) side of single or half brick walls for interior plastering upto floor two level and Rupees One Hundred Eighty-Eight and Paise

finished even and smooth in Cement mortar 1:3 (1 Cement : 3 sand) Forty-Two Only

White washing with lime on wall surface (two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign matter.

593 1.00 Sqm 13.03 Rupees Thirteen and Paise Three Only

White washing with lime on wall surface (one coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust; mortar drops and loose scales of lime wash and

594 1.00 Sqm 6.01 Rupees Six and Paise One Only

other foreign matter.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and manufacture and of required shape even shade after thoroughly brushing the

595 1.00 Sqm 60.31 Rupees Sixty and Paise Thirty-One Only

surface to remove all dirt and remains of loose powered materials.

Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free from

596 1.00 Sqm 83.18 Rupees Eighty-Three and Paise Eighteen Only

mortar droppings and other foreign matter and sand papered smooth.

Applying priming coat over new steel and other metel surface after and including preparing the surface by throughly cleaning, oil,grease, dirt and other foreign matter and scoured with brushes

597 1.00 Sqm 36.42 Rupees Thirty-Six and Paise Forty-Two Only

fine steel wood, scrapers and sand paper with ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface an even shade

598 1.00 Sqm 92.20 Rupees Ninety-Two and Paise Twenty Only

including cleanicn the surface of all dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on previously painted steel and other metal surface with enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust

599 1.00 Sqm 57.64 Rupees Fifty-Seven and Paise Sixty-Four Only

and other foreign matter.

Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and

600 1.00 Sqm 68.57 Rupees Sixty-Eight and Paise Fifty-Seven Only

other foreign matter.

Painting one coats (excluding priming coat) on previously printed steel and other metal surface with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all

601 1.00 Sqm 46.44 Rupees Forty-Six and Paise Forty-Four Only

dirt, dust and other foreign matter.

Painting two coats (excluding priming coat) on external surface of new rain water, soil, waste and vent pipes and fittings with ready mixed bituminous brushing, black, anticorrosive to give an

602 1.00 Sqm 21.38 Rupees Twenty-One and Paise Thirty-Eight Only

even shade including cleaning of all dirt, dust and other foreign matter. (B) 75mm dia.

Painting two coats (excluding priming coat) on external surface of new rain water, soil, waste and vent pipes and fittings with ready mixed bituminous brushing, black, anticorrosive to give an

603 1.00 Sqm 26.56 Rupees Twenty-Six and Paise Fifty-Six Only

even shade including cleaning of all dirt, dust and other foreign matter. (C) 100mm dia.

Appliying priming coat over new wood and wood based surface after and including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter, sand papering and

604 1.00 Sqm 42.60 Rupees Forty-Two and Paise Sixty Only

knotting. (B) Ready mixed paint brushing wood primier pink.

Appliying priming coat over new wood and wood based surface after and including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter, sand papering and

605 1.00 Sqm 42.60 Rupees Forty-Two and Paise Sixty Only

knotting. (C) Ready mixed paint brushing priming for enamel

Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint, interior to give an even shade including cleaning the surface of all dirt, dust and other

606 1.00 Sqm 92.38 Rupees Ninety-Two and Paise Thirty-Eight Only

foreign matter sand papering and stopping.

Painting one coats (excluding priming coat) on previously painted wood and wood based surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other foreign

607 1.00 Sqm 58.47 Rupees Fifty-Eight and Paise Forty-Seven Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Painting two coats (excluding priming coat) on new wood and wood based surface with ready mixed paint, brushing, oil, gloss, semi gloss to give and even shade including cleaning of all dust, Rupees One Hundred Ten and Paise Forty-Two

dirt and other foreign matter sand papering and stopping. Only

Varnishing two coats (excluding priming coat) on new wood and wood based surface under coating with flatting varnish and finished coat with varnish to give an even surface including cleaning

609 1.00 Sqm 57.46 Rupees Fifty-Seven and Paise Forty-Six Only

the surface of all dirt, dust and sand papering so as to produce a smooth dry surface.

Polishing with french polish on new wood and wood based surface to give an even surface including cleaning, the surface of all dirt, dust and sand papering smooth and including a coat of wood Rupees One Hundred Thirty-Nine and Paise

filler. Sixty-Three Only

Polishing with french polish on previously polished wood and wood based surface to give an even surface including cleaning, the surface of all dirt, dust and sand papered smooth and including a Rupees Seventy-One and Paise Eighty-Three

coat of wood filler. Only

Appliying wax polish on new wood and wood surface with bees wax polish in proportion of 2:1.5 :1:0.5 (2-Bees wax : 1.5 Linseed oil : 1- Turpentine even surface including cleaning the surface of

612 1.00 Sqm 68.33 Rupees Sixty-Eight and Paise Thirty-Three Only

all dirt dust and sand papered smooth.

Appliying wax polish on previously wax polished wood and wood based surface with bees wax polish in proportion of 2:1.5 :1:0.5 (2-Bees wax : 1.5 Linseed oil : 1- Turpentine : 0.5 varnish by

613 1.00 Sqm 38.42 Rupees Thirty-Eight and Paise Forty-Two Only

weight to give an even surface including cleaning the surface of all dirt dust and sand papered smooth.

Coat tarring two coats on new wood and wood based surfaces using 0.16 and 0.12 Litres of coal tar par Sq.M. in the first and second coat respectively to give an even shade including cleaning of

614 1.00 Sqm 35.41 Rupees Thirty-Five and Paise Forty-One Only

all dirt, dust and other foreign matter.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains Rupees One Hundred Twenty and Paise

of loose powdered materials.etc complete Twenty-Six Only

Applying two coats of putty & two coats of primer of approved brand and manufacture on new wall surface to give an even shade including thoroughly brushing the surface free from mortar

616 1.00 sqm 40.59 Rupees Forty and Paise Fifty-Nine Only

dropping and other foreign matter and sand papered smooth.

Demolition and disposal of unserviceable materials with all lead and lift.(i) Lime concrete. Rupees Five Hundred Fifty-Six and Paise

Twenty-One Only

Demolition and disposal of unserviceable materials with all lead and lift.(i) Lime concrete. Rupees Six Hundred Thirty-Nine and Paise

Seventy-Two Only

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work Rupees One Thousand One Hundred Ten and

Paise Seventy-Five Only

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) In Lime Mortar. Rupees Three Hundred Eighty-Four and Paise

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar. Rupees Five Hundred Seventy-Seven and Paise

Ninety-Two Only

Demolition of terrace including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(i) Brick tile covering.

622 1.00 Sqm 66.81 Rupees Sixty-Six and Paise Eighty-One Only

623 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. 1.00 Sqm 50.11 Rupees Fifty and Paise Eleven Only

Dismentaling of wooden floors including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.

624 1.00 Sqm 75.16 Rupees Seventy-Five and Paise Sixteen Only

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet roofing.

625 1.00 Sqm 50.11 Rupees Fifty and Paise Eleven Only

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) A.C. sheet roofing.

626 1.00 Sqm 56.79 Rupees Fifty-Six and Paise Seventy-Nine Only

Dismentalings manglore of country tile roofing with battens boarding etc. including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) A.C. sheet Rupees Ninety-One and Paise Eighty-Seven

Dismentling wood work, wrought framed and fixed in frames trusses including stacking the materials with all lead and lift. Rupees One Thousand Eight Hundred Forty-

Seven and Paise Thirty-Four Only

Dismentling expanded metal or I.R.C Fabric with necessary battens and beadings including frame work, and stacking the serviceable materials with all lead and lift.

629 1.00 Sqm 58.47 Rupees Fifty-Eight and Paise Forty-Seven Only

Dismentling steel work including distempering and stacking the materials with all lead and lift.

630 1.00 Kg 3.85 Rupees Three and Paise Eighty-Five Only

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, holdfasts and other attachment etc. complete and stacking them within all lead and lift.(i) Rupees One Hundred Ninety-Seven and Paise

Not exceeding 3 Sq.M. in area. Nine Only

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, holdfasts and other attachment etc. complete and stacking them within all lead and lift.(ii) Rupees Two Hundred Sixty-Three and Paise

Exceeding 3 Sq.M. in area. Ninety Only

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts including all earth work concrete in base and making good the disturbed ground stacking

633 1.00 Rmt 70.15 Rupees Seventy and Paise Fifteen Only

useful materials as directed and disposing as directed and disposing of the unserviceable materials with all lead and lift.

Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and clamps including stacking the materials with all lead and lift ( for any dia, of pipe)

634 1.00 Rmt 78.51 Rupees Seventy-Eight and Paise Fifty-One Only

Dismantling santtary fittings like wash basin . W.C. pan Indian and European type, flushing tank etc. including stacking the materials with all lead and lift. Rupees Four Hundred Twenty-Five and Paise

Ninety-Three Only

Scraping oil paint from steel and other metal surface and making the surface even (with Hand Scraping.)

636 1.00 Sqm 51.78 Rupees Fifty-One and Paise Seventy-Eight Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing 15 mm diameter backup rod having minimum density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 kg per sqm (ASTM - 5249) and finishing with

637 polysulphide sealant etc. complete. 1.00 Rmt 13.07 Rupees Thirteen and Paise Seven Only

For 12 mm wide expansion joint

Providing and fixing 25 mm diameter backup rod having minimum density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 kg per sqm (ASTM - 5249) and finishing with

638 polysulphide sealant etc. complete. 1.00 Rmt 17.80 Rupees Seventeen and Paise Eighty Only

For 20 mm wide expansion joint

Providing and fixing 30 mm diameter backup rod having minimum density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 kg per sqm (ASTM - 5249) and finishing with

639 polysulphide sealant etc. complete. 1.00 Rmt 20.17 Rupees Twenty and Paise Seventeen Only

For 25 mm wide expansion joint

Providing and fixing 50 mm diameter backup rod having minimum density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 kg per sqm (ASTM - 5249) and finishing with

640 polysulphide sealant etc. complete. 1.00 Rmt 53.30 Rupees Fifty-Three and Paise Thirty Only

For 40 mm wide expansion joint

Providing and fixing 60 mm diameter backup rod having minimum density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 kg per sqm (ASTM - 5249) and finishing with

641 polysulphide sealant etc. complete. 1.00 Rmt 69.07 Rupees Sixty-Nine and Paise Seven Only

For 50 mm wide expansion joint

Removing and scraping of old deteriorated plaster of any thickness fromm wall / R.C.C member including stacking of serviceable material and disposal of unserviceable from site of work with all

642 1.00 Sqm 20.55 Rupees Twenty and Paise Fifty-Five Only

Providing and fixing of Corner Angle for Various Flashing in 100mm x 100mm size in Equal Shape with 5mm edge lipping on both side . The Angle Flashing shall be made out of 0.5 mm thick pre

coated GI sheet with edge bending of approximate 5mm. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

Rupees Eight Hundred Six and Paise Seventy-

643 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns 1.00 sqm

to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall and roof panels with minimum spacing of 450 mm c/c.

Providing and fixing of Corner Angle for Various Flashing in 150mm x 150mm size in Equal Shape with 5mm edge lipping on both side . The Angle Flashing shall be made out of 0.5 mm thick pre

coated GI sheet with edge bending of approximate 5mm. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

Rupees Eight Hundred Eleven and Paise

644 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns 1.00 sqm

Seventy-Six Only

to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall and roof panels with minimum spacing of 450 mm c/c.

Providing and fixing PUF Insulated continueous sandwich panels for roofs of total thickness not less than 30 mm made out from continue line method.Panel shall have 0.5 mm thick pre coated GI

sheet on both side of Polyurethane foam with external face being corrugated in shape for GI and PU foam both material.The crest height of the panel shall be of 35mm minimum wiht 250mm c/c

pitch. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of 120 gsm as per IS:277 , 5-7 microns epoxy primer on both side of

the sheet and polyester top coat 15-18 micron.The PPGI Sheet shall have protective guard film of minimum 25 microns to avoid scratches wihile trasportation.The roof panels are laid over a Rupees Three Thousand One Hundred Forty-Six

frame work of trusses, columns and purlins fixed using 90mm self drilling bolt with rubber washer including all types of flashings. PU Foam must be self-extinguishing, fire retardant type having and Paise Eighty-Three Only

minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25mm craft paper edging,self tapping screws of required length and nos.etc complete as per structural design and direction of Engineer-

Providing and fixing PUF Insulated continueous sandwich panels for roofs of total thickness not less than 30 mm made out from continue line method.Panel shall have 0.35 mm thick pre coated

GI sheet on both side of Polyurethane foam with external face being corrugated in shape for GI and PU foam both material.The crest height of the panel shall be of 35mm minimum wiht 250mm

c/c pitch. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of 120 gsm as per IS:277 , 5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18 micron.The PPGI Sheet shall have protective guard film of minimum 25 microns to avoid scratches wihile trasportation.The roof panels are laid over a Rupees Two Thousand Nine Hundred Twenty-

frame work of trusses, columns and purlins fixed using 90mm self drilling bolt with rubber washer including all types of flashings. PU Foam must be self-extinguishing, fire retardant type having Four and Paise Ninety-Four Only

minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25mm craft paper edging,self tapping screws of required length and nos.etc complete as per structural design and direction of Engineer-

Providing and fixing PUF Insulated continueous sandwich panels for walls of total thickness not less than 50 mm and width 1.0 m made out from continue line method on automatic plant.Panel

shall have 0.5 mm thick pre coated GI sheet on both side of Polyurethane Foam confirming to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron.The PPGI Sheet shall

Rupees Three Thousand One Hundred Forty-Six

647 have plastic protective guard film of minimum 25 microns to avoid scratches during trasportation.The panels shall be vertically joined together by tongue and groove joints. The PU Foam shall be 1.00 Sqm

and Paise Seventy Only

self-extinguishing, fire retardant type having minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on both edges. The panels shall be fixed to the steel frame

structure with minimum 5mm thick self tapping GI screws of required length and nos. with minimum spacing of 300 mm c/c.

Providing and fixing PUF Insulated continueous sandwich panels for walls of total thickness not less than 50 mm and width 1.0 m made out from continue line method on automatic plant.Panel

shall have 0.35 mm thick pre coated GI sheet on both side of Polyurethane Foam confirming to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron.The PPGI Sheet shall

Rupees Two Thousand Eight Hundred Eighty

648 have plastic protective guard film of minimum 25 microns to avoid scratches during trasportation.The panels shall be vertically joined together by tongue and groove joints. The PU Foam shall be 1.00 Sqm

and Paise Twenty-Nine Only

self-extinguishing, fire retardant type having minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on both edges. The panels shall be fixed to the steel frame

structure with minimum 5mm thick self tapping GI screws of required length and nos. with minimum spacing of 300 mm c/c.

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing PUF Insulated continueous sandwich panels for walls of total thickness not less than 40 mm and width 1.0 m made out from continue line method on automatic plant.Panel

shall have 0.5 mm thick pre coated GI sheet on both side of Polyurethane Foam confirming to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron.The PPGI Sheet shall

Rupees Three Thousand Seventy-Eight and

649 have plastic protective guard film of minimum 25 microns to avoid scratches during trasportation.The panels shall be vertically joined together by tongue and groove joints. The PU Foam shall be 1.00 Sqm

Paise Seventy Only

self-extinguishing, fire retardant type having minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on both edges. The panels shall be fixed to the steel frame

structure with minimum 5mm thick self tapping GI screws of required length and nos. with minimum spacing of 300 mm c/c.

Providing and fixing PUF Insulated continueous sandwich panels for walls of total thickness not less than 40 mm and width 1.0 m made out from continue line method on automatic plant.Panel

shall have 0.35 mm thick pre coated GI sheet on both side of Polyurethane Foam confirming to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron.The PPGI Sheet shall

Rupees Two Thousand Eight Hundred Twelve

650 have plastic protective guard film of minimum 25 microns to avoid scratches during trasportation.The panels shall be vertically joined together by tongue and groove joints. The PU Foam shall be 1.00 Sqm

and Paise Thirty-One Only

self-extinguishing, fire retardant type having minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on both edges. The panels shall be fixed to the steel frame

structure with minimum 5mm thick self tapping GI screws of required length and nos. with minimum spacing of 300 mm c/c.

Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type sections, in framed work, including cutting, hoisting, fixing in position and applying a priming

Rupees One Hundred Thirty-One and Paise

651 coat of approved steel primer all complete as per the structural designs and directions of Engineer in charge.Column ( 122 x 61 x 3.6mm ) 1.00 kg

Eighty-Three Only

Providing and fixing of Bottom and top U track for closing of end joints for cut PUF panels of size of 52mm x 30mm with 5mm lipping on Both edges. The U track shall be made out of 0.5 mm

thick pre coated GI sheet.The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7

Rupees Six Hundred Ten and Paise Forty-One

652 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches during 1.00 Rmt

transportation. The U track shall be fixed with suitable POP rivet with wall roof panels and plinth with Expandable fastners with minimum spacing of 450 mm c/c. The Utrack shall be fixed

Providing and fixing of Bottom and top U track for closing of end joints for cut PUF panels of size of 52mm x 30mm with 5mm lipping on Both edges. The U track shall be made out of 0.5 mm

thick pre coated GI sheet.The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7

Rupees Five Hundred Eighty and Paise Twenty-

653 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches during 1.00 Rmt

transportation. The U track shall be fixed with suitable POP rivet with wall roof panels and plinth with Expandable fastners with minimum spacing of 450 mm c/c. The Utrack shall be fixed

Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 mm thick pre coated GI sheet . The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall

Rupees Five Hundred Twenty and Paise Forty-

654 have plastic protective guard film of minimum 25 microns to avoid scratches during transportation. The ridge shall be fixed to the steel members by pop rivet or self drilling/self stitching fastners 1.00 Rmt

@ maximum 450 mm c/c along length of capping/flashing etc complete .

Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 mm thick pre coated GI sheet . The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall

Rupees Eight Hundred Sixty-Seven and Paise

655 have plastic protective guard film of minimum 25 microns to avoid scratches during transportation. The ridge shall be fixed to the steel members by pop rivet or self drilling/self stitching fastners 1.00 Sqm

Thirty-Nine Only

@ maximum 450 mm c/c along length of capping/flashing etc complete .

Providing and fixing of end cap of Roofing panel. The End Cap track shall be made out of 0.5 mm thick pre coated GI sheet suitable for 30mm thick panel.The Precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat

Rupees Eight Hundred Thirteen and Paise Forty-

656 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall 1.00 Rmt

and roof panels with minimum spacing of 450 mm c/c.

Providing and fixing of end cap of Roofing panel. The End Cap track shall be made out of 0.5 mm thick pre coated GI sheet suitable for 40mm thick panel.The Precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat

Rupees Seven Hundred Twenty-Nine and Paise

657 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall 1.00 Rmt

Ninety-Two Only

and roof panels with minimum spacing of 450 mm c/c.

Providing and fixing of Corner Angle for Various Flashing in 25mm x 25mm size in Equal Shape with 5mm edge lipping on both side . The Angle Flashing shall be made out of 0.5 mm thick pre

coated GI sheet with edge bending of approximate 5mm. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

Rupees Five Hundred Thirty-One and Paise

658 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns 1.00 Rmt

to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall and roof panels with minimum spacing of 450 mm c/c.

Providing and fixing of Corner Angle for Various Flashing in 50mm x 50mm size in Equal Shape with 5mm edge lipping on both side . The Angle Flashing shall be made out of 0.5 mm thick pre

coated GI sheet with edge bending of approximate 5mm. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

Rupees Five Hundred Ninety-Six and Paise

659 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns 1.00 Rmt

Twenty-Nine Only

to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall and roof panels with minimum spacing of 450 mm c/c.

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing of Corner Angle for Various Flashing in 100mm x 100mm size in Equal Shape with 5mm edge lipping on both side . The Angle Flashing shall be made out of 0.5 mm thick pre

coated GI sheet with edge bending of approximate 5mm. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

Rupees Eight Hundred Eighteen and Paise

660 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns 1.00 Rmt

Forty-Four Only

to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall and roof panels with minimum spacing of 450 mm c/c.

Providing and fixing of Corner Angle for Various Flashing in 150mm x 150mm size in Equal Shape with 5mm edge lipping on both side . The Angle Flashing shall be made out of 0.5 mm thick pre

coated GI sheet with edge bending of approximate 5mm. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

Rupees Eight Hundred Ninety-Six and Paise

661 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have plastic protective guard film of minimum 25 microns 1.00 Rmt

to avoid scratches during transportation. The U track shall be fixed with suitable POP rivet with wall and roof panels with minimum spacing of 450 mm c/c.

Preparing and applying of water soluble, nonflammable, reactive and penetrative silane nanotechnology with water (<1000 ppm TDS) in the ratio of 1 liter silane :20 liter water mixed with

liter acrylic copolymer polymer compatible and stable in silane solution. Take 1 liter of silane nanotechnology and add in 20 liter water in drum under manual stirring and then add 0.5 liter acrylic

Rupees Eighty-One and Paise Twenty-Seven

662 copolymer under manual stirring and mix completely. Spray apply the solution at the rate of 1 liter per sqm on horizontal and 0.5 liter per sqm on vertical new or old cementitious / concrete 1.00 sqm

surface . (For very dense concrete of M50 and above for bridges may not absorb 1 liter per sq meter so reduce the water of dilution to 1:10)Horizonal Surface

Preparing and applying of water soluble, nonflammable, reactive and penetrative silane nanotechnology with water (<1000 ppm TDS) in the ratio of 1 liter silane :20 liter water mixed with

liter acrylic copolymer polymer compatible and stable in silane solution. Take 1 liter of silane nanotechnology and add in 20 liter water in drum under manual stirring and then add 0.5 liter acrylic

663 copolymer under manual stirring and mix completely. Spray apply the solution at the rate of 1 liter per sqm on horizontal and 0.5 liter per sqm on vertical new or old cementitious / concrete 1.00 sqm 46.34 Rupees Forty-Six and Paise Thirty-Four Only

surface . (For very dense concrete of M50 and above for bridges may not absorb 1 liter per sq meter so reduce the water of dilution to 1:10)Vertical Surface

Providing and fixing M.S. fan clamps of shape and size as specified in existing R.C.C. slab including cutting chase and making good. Rupees One Hundred Seventy-Eight and Paise

Seventy-Three Only

Cutting out cracks of roof terrace to V- section , cleaning out, wetting , grouting with cement and sand slurry 1:3 (1-cement 3-sand )

665 1.00 Rmt 68.49 Rupees Sixty-Eight and Paise Forty-Nine Only

Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand (1:1 by weight) Rupees Seventy-Nine and Paise Eighty-Four

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals

Rupees Three Hundred Ninety-One and Paise

667 of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc 1.00 Rmt

Ninety-Three Only

Construction of B,B,masonery paniyara 23cm. x 75cm. wall and 15cm x 15cm curbing including fixing precast

Rupees One Thousand Seven Hundred Sixty-

668 R.C.C. arble mosaic (Terrazo) slab of 75mm thickness on top and smooth finishing in cement plaster in C.M. 1:3 curing etc. complete including drainage out waste water arrangements. 1.00 Rmt

Seven and Paise Seventeen Only

Constructing a sink (chowkedi) with C.C. 1:2:4, 12cm. thick over B.B. masonry in C.M,(1:6) in front and dwarf wall 1.0 Mt.high and 23 cm.thick cement plaster to masonry / in C.M.1:3) and Rupees Two Thousand Two Hundred Fifty-

cement concrete flooring in 1:2:4: mi x 5 cm. dia. drain pipe etc.complete. Eight and Paise Two Only

Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (i) Fixing or precast R.C.C.1:2:4) 8 cm. thick slab with marble chips set in Rupees Nine Hundred Ninety and Paise Forty-

C.M. (1:6) (6mm thick terrazo) with plastering on exposed faces walls in C.M. (1:4) etc complete. Nine Only

Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black kadappa stone 30mm thick laid on precast R.C.C. (1:2:4) Rupees One Thousand Two Hundred and Paise

slab with plastering on exposed faces of wall in C.M. (1:4) etc complete. Ninety-Four Only

Carrying out timber treatment to all wood work including drilling holes and spraying oil based chemical solution on surface of timber work for termite control including labor and material etc.

complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III (1% concentration by mass) is recommended one litre chemical emulsion diluted with 19 liters of kerosene. Total diluted

672 1.00 Smt 58.31 Rupees Fifty-Eight and Paise Thirty-One Only

concentration will be 20 liters inclusive of 1 liter chemical emulsion application in drilled holes and 0.75 / Litre chemical per one Sqmt two coat on wood surface not protected by paint or varnish.

Applying general insecticide pest control treatment to floors, cupboards etc including labour materials etc. complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075% concentration by

673 mass) is recommended 10.5ml chemical diluted with 5 liters of water application 0.5 litre chemical /Sqm of surface is recommended as per I.S. 1.00 Smt 91.63 Rupees Ninety-One and Paise Sixty-Three Only

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite control treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration Weight one percent is recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1 % Rupees One Hundred Eleven and Paise Twenty-

concrentration inclusive of one litre chemical emulsion appication at the rate of 5 Litre chemical / Sqm of surface is recommended as per I.S Five Only

Carrying out wall treatment for termite control including spraying with chemical solution in oil base including labour and material Using Chlorpyriphos 20 ECAs per IS 6313 part - II (1%

675 concentration by mass) is recommended i.e one litre chemical emulsion diluted with 19 liter oil base. Total solution will be 20 liters inclusive of one liter chemical emulsion application at the rate 1.00 Smt 53.71 Rupees Fifty-Three and Paise Seventy-One Only

of 7.5 litre chemical / Sqm of surface is recommended as per I.S.

Providing and fixing Rajula stone 75mm thick 60mm x 45mm size including fixing in cement mortar as directed. Rupees Eighty-Two and Paise Twenty-Eight

Providing and laying bilimora type Brick facing in C.M. 1:1 laid over bedding of cement mortar 1:3 (20mm thickness) including clearing watering scaffolding etc. complete. Rupees Eight Hundred Thirty and Paise

Providing and fixing Teak wood rail of 60mm x 20mm size and 50cm. length including 3 coats of oil paint to wood work with set of 3 pags.

678 1.00 Rmt 71.17 Rupees Seventy-One and Paise Seventeen Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing erecting and fixing double coated ISI water tank of required capacity each with all necessary fittings and connection etc. complete on terrace

679 1.00 litre 3.95 Rupees Three and Paise Ninety-Five Only

Pro. and mixing Migratory Corrosion Admixture having Specific Gravity 1.01 to 1.04 pH value (Minimum 9.50) shall be alkaline in nature and having bipolar concrete penetrating corrosion

inhibiting properties, inhabitor shall be non-nitrite based & have the ability to provide corrosion protection to both anodic and cathodic sites on the steel surface, inhibitor-steel complex shall

formed polydentate complexes, having more than one bond with steel per molecule of inhibitor, with steel surface to promote proper film formation with enhenced bond to steel, inhibiting the Rupees Seven Hundred Twenty-Four and Paise

electro-chemical corrosion reaction, inhibitor shall not have any adverse effect on concrete compressive strength, inhibitor shall have a corrosion rate of zero coulombs per ASTM-G109-2005, Thirty-Seven Only

admixture shall be conforming to IS 9103 and in liquid form at the rate of 3 kg per cmt vol. of concrete admixture shall be added to the water during mixing of cement.

Pro. and mixing Migratory Corrosion Admixture having Specific Gravity 1.01 to 1.04 pH value (Minimum 9.50) shall be alkaline in nature and having bipolar concrete penetrating corrosion

inhibiting properties, inhabitor shall be non-nitrite based & have the ability to provide corrosion protection to both anodic and cathodic sites on the steel surface, inhibitor-steel complex shall

formed polydentate complexes, having more than one bond with steel per molecule of inhibitor, with steel surface to promote proper film formation with enhenced bond to steel, inhibiting the

681 1.00 Kg 14.27 Rupees Fourteen and Paise Twenty-Seven Only

electro-chemical corrosion reaction, inhibitor shall not have any adverse effect on concrete compressive strength, inhibitor shall have a corrosion rate of zero coulombs per ASTM-G109-2005,

admixture shall be conforming to IS 9103 and in liquid form at the rate of 5% by weight of cementitious materials.. Etc. complete.

Providing and fixing Resin Bonded Rock Wool of density 48 kg / cum as & where required as directed by Engineer-in-Charge. Rock Wool confirming to IS: 8183 Rupees Two Thousand Seven Hundred Thirty-

Eight and Paise Eight Only

Providing and fixing Vapour Breather Membrane Confirming to IBC 2009 on Exterior Cement Board as & Where directed by Engineer-in-Charge. Rupees One Hundred Seventy-One and Paise

Seventy-Three Only

Providing and Laying of One side alluminium foil thermal bubble insulation barrier on the external side of the LWGS wall Panel under the Cement Board as & Where directed by Engineer-in- Rupees One Hundred Thirty-Six and Paise

Charge. Seventy-Nine Only

Providing and Fixing 12 mm thick moisture & fire resistant heavy duty Cement Fibre Board (High pressure steam cured) Confirming to ISO 4862-2000 in wall panels of one face of cold formed Rupees Seven Hundred Twenty-Two and Paise

galvanised light gauge steel frame structure to form wall / partition as & Where directed by Engineer-in-Charge Sixty-Six Only

Supply & fixing factory finished cold formed Light guage steel frame sections confirming to SP:6 (5) 1980 at site or work including riveted, bolted or welded in builtup for all type of sections ,in

Rupees One Hundred Fourteen and Paise Forty-

686 framed work, cutting, hoisting, fixing in position and applying primer coat of approved steel primer etc. complete as per structural designs & directions of Engineer-in-charge. 1.00 Kg

Anti-Termite System:Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. &

6.4 mm 1.D. with inbuilt pressure compensation chip every 30 cm interval in the tube, having working pressure of 2 Kg/cm2 and release rate of

1.9 Itr/hour fixed by P-clips and nails. The LLDP pipe shall be installed at the entire periphery of the building and at internal network of building at a depth of 20 to 200 mm under floor at every

to 3 mtr. c/c distance (adjusted as per building layout ) & Ends of loop pass through a PVC elbow of minimum 32 mm ID at junction box of wall and floor level, entering into a steel reinforced

grooved flexible pipe of minimum 22 mm ID leading into junction box and the loops shall terminate in junction boxes & test every junction during injecting chemicals for termite control Rupees One Hundred Thirty-Four and Paise

treatment. The anti termite chemical Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be injected by the pressure pump diluted with water @ 10.5 ml/5 ltr of water at the rate of 2 Thirty-Three Only

Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in-Charge with bond of 5 year warranty.(i)Anti Termite

chemical injected area (Chemical injecting incl. labour cost)

Anti-Termite System:Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. &

6.4 mm 1.D. with inbuilt pressure compensation chip every 30 cm interval in the tube, having working pressure of 2 Kg/cm2 and release rate of

1.9 Itr/hour fixed by P-clips and nails. The LLDP pipe shall be installed at the entire periphery of the building and at internal network of building at a depth of 20 to 200 mm under floor at every

to 3 mtr. c/c distance (adjusted as per building layout ) & Ends of loop pass through a PVC elbow of minimum 32 mm ID at junction box of wall and floor level, entering into a steel reinforced

grooved flexible pipe of minimum 22 mm ID leading into junction box and the loops shall terminate in junction boxes & test every junction during injecting chemicals for termite control

688 1.00 sq.mt 63.63 Rupees Sixty-Three and Paise Sixty-Three Only

treatment. The anti termite chemical Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be injected by the pressure pump diluted with water @ 10.5 ml/5 ltr of water at the rate of

Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in-Charge with bond of 5 year warranty.(II)Anti Termite

chemical injected area (Chemical injecting incl. labour cost)

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and Rupees Two Hundred Fifty-Two and Paise

floor.(A) 15mm Forty-Nine Only

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and

690 1.00 Rmt 304.00 Rupees Three Hundred Four Only

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and Rupees Four Hundred One and Paise Ninety-

floor.(C) 25mm Five Only

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and Rupees Five Hundred and Paise Ninety-Seven

floor.(D) 32mm Only

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and Rupees Six Hundred Eight and Paise Thirty-Five

floor.(E) 40mm Only

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and Rupees Seven Hundred Ninety-Four and Paise

floor.(F) 50mm Eighteen Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(A) Rupees One Hundred Fifty-Two and Paise

15mm Ninety-Five Only

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(B) Rupees One Hundred Ninety-Three and Paise

20mm Forty Only

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately) (C) Rupees Two Hundred Eighty-Two and Paise

25mm Ninety-Eight Only

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(D) Rupees Four Hundred Twenty-Six and Paise

40mm Forty Only

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(E) Rupees Seven Hundred Twenty-Five and Paise

65mm Seventy-One Only

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(H) Rupees Nine Hundred Twenty-One and Paise

80mm Sixty-Eight Only

Making connection of galvanised Mild steel distribution branch with galvanised mild steel main 50mm to 80mm nominal bore by providing and fixing tee including cutting and threading the Rupees Six Hundred Thirty-Six and Paise Thirty-

pipes complete. Eight Only

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings,

702 1.00 Rmt 82.85 Rupees Eighty-Two and Paise Eighty-Five Only

wall clipsetc. including making good the wall ceiling and floor.(A) 20mm

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, Rupees One Hundred Six and Paise Fifty-Seven

wall clipsetc. including making good the wall ceiling and floor.(B) 25mm Only

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, Rupees One Hundred Twenty-Six and Paise

wall clipsetc. including making good the wall ceiling and floor.(C) 32mm Forty-Seven Only

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, Rupees One Hundred Forty-Nine and Paise

wall clipsetc. including making good the wall ceiling and floor.(D) 40mm Thirty Only

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, Rupees One Hundred Ninety-Two and Paise

wall clipsetc. including making good the wall ceiling and floor.(E) 50mm Two Only

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure polythene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, Rupees Two Hundred Eighty and Paise Twenty-

wall clipsetc. including making good the wall ceiling and floor.(F) 75mm Three Only

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, Rupees Three Hundred Thirty-Nine and Paise

wall clipsetc. including making good the wall ceiling and floor.(G)110 mm Five Only

Providing and fixing cast iron spigot and socket soil, waste and ventilating pipes of the following nominal size.(B) 75mm dia. Rupees Seven Hundred Forty-One and Paise

Providing and fixing cast iron spigot and socket soil, waste and ventilating pipes of the following nominal size.(C) 100mm dia. Rupees Eight Hundred Ninety-Two and Paise

Thirty-Nine Only

Providing and fixing in position cowel went to pipes.(B) 75mm dia. Rupees Three Hundred Ninety-Three and Paise

Providing and fixing in position cowel went to pipes.(C) 100mm dia Rupees Five Hundred Five and Paise Seventeen

Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self cleaning design with C.I. screaed down or higned grating including cost of cutting and making good the Rupees Eight Hundred Eighty-Five and Paise

walls and floor 100mm inlet and 50mm outlet.(C) 100mm dia. Twenty-Five Only

Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (A) Vitreous China.(I) Rupees Nine Hundred Eighty-Two and Paise

Long pattern = White colour Thirteen Only

Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and Rupees One Thousand Three Hundred Fifty-Six

cover to be measured and paid for separately)(A) vitreous China Pattern :(i) in white colour and Paise Eighty-One Only

Providing and fixing 100mm size P or S trap for water closet squatting pan including jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous China. Rupees Three Hundred Thirty and Paise

Seventy-One Only

Providing and fixing in Cement Mortar 1:3 (1-Cement : 3-coarse sand)a, pair of white vitreous China 250mm x 130mm x 30mm footrest to long pattern squatting pan water closet. Rupees One Hundred Twenty and Paise

Providing and fixing 12.5 Litres low level flushing cistern with a pair, of C.I. or Mild brackets, complete with fittings such as lead valve less syphon, 15mm nom.nal size brass ball valve with

polythene float, C.P brass handle unions and couplings for connections, with inlet, outlet and overflow pipes, 40mm dia. porcelain enamelled flush bend including cutting holes in walls and Rupees Two Thousand Three Hundred Seventy

making good the same connecting the flush bend with cistern and closet (overflow pipe to be measured and paid for separately)(A) Vitreous China (I) In white colour and Paise Thirty-Nine Only

Providing and fixing 12.5 Litres high level C..I. flushing cistern with A pair of C.I. or Mild steel brackets, womplete with fittings such as syplionic arrangement, 15mm nominal size brass ball valve

Rupees One Thousand Five Hundred Eighty and

719 with polythene float, lever G.I. China (60 cm. ) and pull union and couplings for connections with inlet, outlet and overflow pipes etc. including cutting holes in walls and making good the same 1.00 Each

Paise Twenty-Eight Only

(overflow pipe to be measured and paid fo separately )

Providing and fixing in position with clamps etc. 32mm nominal internal diameter galvanised steel tube flush pipe for high level flushing cistern including connecting the flush pipe with cistern Rupees Three Hundred Forty-Seven and Paise

and closet and making good the walls and floors. Fifty-One Only

Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan

721 1.00 Each 27.07 Rupees Twenty-Seven and Paise Seven Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing plastic seat and cover for wash down water closer with C.P. brass hinges and rubber buffers. (B) Black plastic seal and cover. Rupees Two Hundred Ninety-One and Paise

Thirty-Three Only

Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets painted white including sutting holes and making good the same but excluding fittings.(A) Vitreous Rupees One Thousand Four Hundred Eighty-

China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In white colour. Four and Paise Eighty-Nine Only

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including cutting holes in walls and making good the same but excluding fittings. (C) Vitreous China Sink.(i) 600mm x Rupees Two Thousand Three Hundred Twenty-

450mm x 150mm size Six and Paise Sixty-Six Only

Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mmdia.

725 1.00 Each 67.91 Rupees Sixty-Seven and Paise Ninety-One Only

Providing and fixing C.P. brass waste for washbasin or sink. (B) 40mm dia. Rupees Eighty-Nine and Paise Eighty-Three

Providing and fixing M.I. fisher union for washbasin or sink. (A) 32mm dia. Rupees Seventy-Eight and Paise Seventy-Five

Providing and fixing M.I. fisher union for washbasin or sink. (B) 40mm dia.

728 1.00 Each 88.65 Rupees Eighty-Eight and Paise Sixty-Five Only

Providing and fixing 100mm sand cast iron grating for gully, floor or Nahni trap.

729 1.00 Each 36.98 Rupees Thirty-Six and Paise Ninety-Eight Only

Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet.(A) 100mm dia. Each Rupees Two Hundred Eighty-Two and Paise

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge with C.P. brass screws and washers. Rupees Eight Hundred Fifty-Nine and Paise

Providing and fixing C.P. brass towel rail comlete with C.P. brass brackets fixed to wooden plugs with C.P. brass scews.(B) 600mm x 20mm size. Rupees Six Hundred Sixteen and Paise Forty-

Providing and fixing 600mm x 120mm glass shelf with C.P. brass bracket and guard rail complete mixed to wooden plug with C.P. brass screws. Rupees Five Hundred Eighty-Six and Paise Nine

Providing and fixing toilet paper holder.(A) C.P. Brass Rupees Four Hundred Twenty-Seven and Paise

Ninety-Nine Only

Providing and fixing screw down bib taps of following size.(A) Brass screw down bib tap polished bright. (i) 15mm dia. Rupees One Hundred Eighty-Six and Paise

Eighty-Three Only

Providing and fixing screw down bib taps of following size.(A) Brass screw down bib tap polished bright. (ii) 20mm dia. Rupees Two Hundred Fourteen and Paise

Eighty-One Only

Providing and fixing screw down bib taps of following size.(B) Brass chromium plated screws down Bib Tap. (i) 15mm dia. Rupees One Hundred Eighty-Six and Paise

Eighty-Three Only

Providing and fixing screw down bib taps of following size.(B) Brass chromium plated screws down Bib Tap. (ii) 20mm dia. Rupees Two Hundred Fourteen and Paise

Eighty-One Only

Providing and fixing screw down bib taps of following size.(C) Gun metal screw down bib tap. (i) 15mm dia. Rupees One Hundred Fifty-Eight and Paise

Eighty-Six Only

Providing and fixing screw down bib taps of following size.(C) Gun metal screw down bib tap. (ii) 20mm dia. Rupees One Hundred Seventy-Seven and Paise

Eighty-Five Only

Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. Rupees Three Hundred Eight and Paise Seventy-

(i) 15mm dia. Three Only

Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. Rupees Three Hundred Fifty-Four and Paise

(ii) 20mm dia. Sixty-Nine Only

Providing and fixing brass screw down stop tap.(A) 15mm dia. Rupees Two Hundred Five and Paise Eighty-

Providing and fixing brass screw down stop tap.(B) 20mm dia. Rupees Two Hundred Twenty-Three and Paise

Eighty-One Only

Providing and fixing brass screw down stop tap.(C) 25mm dia. Rupees Two Hundred Twenty and Paise Eighty-

Providing and fixing Gun metal check or non-return fullway wheel valve.(A) 15mm dia. Rupees One Hundred Eighty-Six and Paise

Eighty-Three Only

Providing and fixing Gun metal check or non-return fullway wheel valve.(B) 20mm dia. Rupees Two Hundred Three and Paise Eighty-

Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 25mm dia. Rupees Four Hundred Twenty and Paise Sixty-

Providing and fixing Gun metal check or non-return fullway wheel valve.(D) 32mm dia. Rupees Three Hundred Fourteen and Paise

Seventy-Three Only

Providing and fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia. Rupees Six Hundred Sixty-Three and Paise

Forty-Three Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete.(i) 20mm dia. Rupees Two Hundred Fifty-Four and Paise

Seventy-Eight Only

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete.(ii) 25mm dia. Rupees Two Hundred Sixty-Three and Paise

Seventy-Seven Only

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete.(iii) 32mm dia. Rupees Two Hundred Seventy-Five and Paise

Seventy-Six Only

Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe , tap etc. complete.(A) White earthenware flat back or corner type size 430mm x 260mm x 350mm. Rupees One Thousand Seventy-Four and Paise

Eighty-Six Only

Providing and fixing Urinal of approved quality including connection with trap and with integral longitudinal flush pipe.(A) Squating plate pattern white earthenware 550mm x 300mm.

Rupees One Thousand Six Hundred Twenty-

Eight and Paise Fifty-Three Only

Providing and fixing Rubber plug for sink or wash basin.

756 1.00 Each 17.15 Rupees Seventeen and Paise Fifteen Only

Providing and fixing chromium plated, bottle trap with necessary couplings of approved quality for wash basin. Rupees Two Hundred Ninety-Five and Paise

Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (i) 25mm dia. Rupees One Hundred Thirty-Two and Paise

Eighty-Nine Only

Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (ii) 50mm dia. Rupees One Hundred Eighty-Nine and Paise

Eighty-Four Only

Providing and fixing ball cock of approved. quality as directed.(B) Abonite (i) 25mm dia. Rupees One Hundred Two and Paise Ninety-

Providing and fixing ball cock of approved. quality as directed.(B) Abonite (ii) 50mm dia. Rupees One Hundred Thirty-Seven and Paise

Eighty-Nine Only

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less than 35Kg. Rupees Nine Hundred Fifty-Eight and Paise

Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. length. Rupees One Hundred One and Paise Ninety-

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube Rupees One Hundred Seventy and Paise Thirty-

fittings and clamps including making good the wall, ceiling and floor etc. complete.[A] 15 mm. Six Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube Rupees Two Hundred Eight and Paise Eighty

fittings and clamps including making good the wall, ceiling and floor etc. complete. [B] 20 mm. Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube Rupees Two Hundred Fifty-Three and Paise

fittings and clamps including making good the wall, ceiling and floor etc. complete. [C] 25 mm. Eighty-Two Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube Rupees Three Hundred Thirty-Eight and Paise

fittings and clamps including making good the wall, ceiling and floor etc. complete. [D] 32mm. Twenty-Four Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube Rupees Four Hundred Forty-Seven and Paise

fittings and clamps including making good the wall, ceiling and floor etc. complete. [E] 40mm. Seventy-Two Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube Rupees Six Hundred Sixty and Paise Fifty-Eight

fittings and clamps including making good the wall, ceiling and floor etc. complete. [F] 50mm. Only

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the

770 help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including 1.00 Rmt 72.65 Rupees Seventy-Two and Paise Sixty-Five Only

cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the

771 help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including 1.00 Rmt 91.84 Rupees Ninety-One and Paise Eighty-Four Only

cost of all materials.

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the

Rupees One Hundred Nineteen and Paise

772 help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including 1.00 Rmt

cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the

Rupees One Hundred Forty-Eight and Paise

773 help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including 1.00 Rmt

cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the

Rupees One Hundred Ninety-Five and Paise

774 help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including 1.00 Rmt

Sixty-Seven Only

cost of all materials.

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming

to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 160 mm

Rupees Eight Hundred Thirty-Four and Paise

775 diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of 1.00 Rmt

Thirty-Eight Only

pipes and joints and jointed with adhesive solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming

to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm

Rupees Eight Hundred Seventy-Six and Paise

776 diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of 1.00 Rmt

pipes and joints and jointed with adhesive solvent cement including cost of all materials.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged grating Rupees Five Hundred Ninety-Nine and Paise

including the cost of cutting and making good the walls. Sixty-Four Only

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged grating including Rupees Five Hundred Eighty-Six and Paise

the cost of cutting and making good the walls. Twenty-Seven Only

Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(A) 100mm Rupees Two Hundred Twenty-Three and Paise

dia. Eighty-Two Only

Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(B) 150mm Rupees Three Hundred Five and Paise Sixty-

dia. Seven Only

Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone aggregate 40mm nominal size) bedding for stoneware pipes of following internal diameters with Rupees One Hundred Twenty-Seven and Paise

necessary formwork and curing complete.(A) 100 mm dia. (112 mm Ave.bed thickness) Sixteen Only

Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone aggregate 40mm nominal size) bedding for stoneware pipes of following internal diameters with Rupees Two Hundred Thirteen and Paise

necessary formwork and curing complete.(B) 150mm dia. (166mm Ave. bed thickness) Seventy-One Only

Providing and laying lime concrete 1:2:4 (1-Lime putty :2-Fine samd : 4-Graded brick aggregates 40mm nominal size) bedding for stoneware pipes of following internal diameters with necessary Rupees One Hundred Twelve and Paise Twenty-

formwork and curing complete.(A) 100 mm dia. 300mm width (112 mm Ave.bed thickness) Four Only

Providing and laying lime concrete 1:2:4 (1-Lime putty :2-Fine samd : 4-Graded brick aggregates 40mm nominal size) bedding for stoneware pipes of following internal diameters with necessary Rupees One Hundred Eighty-Eight and Paise

formwork and curing complete.(B) 150mm dia. 450mm width (166mm Ave. bed thickness) Seventy-Five Only

Providing and laying jointing and pointing with stiff mixture of Cement Mortar 1:1 (1-Cement : 1-Fine sand) 150 mm internal diameter salt glazed stoneware half round channels. Rupees One Hundred Eighty-Seven and Paise

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps. Rupees One Thousand Two Hundred Ninety-

(A) 100mm x 100mm size P type. Two and Paise Nineteen Only

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.(B) Rupees One Thousand Two Hundred Forty-Six

150mm x 100mm size P or R type and Paise Ninety-Two Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees Two Hundred Fifty-Seven and Paise

joints including testing of joints complete.(B) 150mm Nineteen Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees Three Hundred Fifty-Nine and Paise

joints including testing of joints complete.(C) 250mm Eighty-Four Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees Six Hundred Seventy-Eight and Paise

joints including testing of joints complete.(D) 300mm Two Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees One Thousand Seventy-Seven and

joints including testing of joints complete.(E) 450mm Paise Fifteen Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees One Thousand Two Hundred Fifty-Two

joints including testing of joints complete.(F) 500mm and Paise Forty-Seven Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees One Thousand Four Hundred and Paise

joints including testing of joints complete.(G) 600mm Ninety-Five Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees Two Thousand Two Hundred Twelve

joints including testing of joints complete.(H) 900mm and Paise Twenty-Four Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar Rupees Two Thousand Five Hundred Thirty-

joints including testing of joints complete.(K) 1000mm Two and Paise Eighty-One Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar

Rupees Three Thousand Two Hundred Twenty-

796 joints including testing of joints complete.(M) 1200mm 1.00 Rmt

Five and Paise Sixty-Three Only

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete

1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Rupees Eleven Thousand Forty-Two and Paise

cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry Seventy-Four Only

using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete

1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Rupees Nineteen Thousand Three Hundred

cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry Forty-Nine and Paise Sixty-Three Only

using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete

1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Rupees Twenty-Three Thousand Four Hundred

cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry Seventy and Paise Forty-Eight Only

using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.

(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (4) D type depth 3.15 Metre for

Rupees Thirty Thousand Two Hundred Ninety-

800 150mm diameter sewer. 1.00 Each

Three and Paise Seventy-Nine Only

(I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.797 for depth from 0.9M to 1.5M. Rupees Five Hundred Twenty-Two and Paise

Ninety-Six Only

(II) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. GR Part thereof over item No.798 for depth from 1.50M. to 2.25M. Rupees Three Hundred Ninety-Seven and Paise

(III) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.799 for depth from 2.25M to 3.15M. Rupees Five Hundred Seventy-Seven and Paise

Ninety-Two Only

(IV) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.800 for depth above 3.15M. Rupees Six Hundred Fifty-Three and Paise Fifty

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-corrosive paint etc. complete. Rupees One Hundred Seventy-Two and Paise

Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley trap (Standard pattern) te weight of cover to be not less 4.53 Kg.) Rupees Four Hundred Ninety-Seven and Paise

Providing and erecting at the site of work steel ventilating column of 150m internal diameter and 12.20 Metre High from G.L. to bottom of top grill including C.I. grill and base plate bolts and nuts

etc. and excavation in foundation of size 120cm. x 120vcm. x 165cm. and filling the pit with first layer of cement concrete 1:3:6 mix (1-cement :3-coarse sand :6-graded stone aggregate 20mm

Rupees Fifty Thousand Two Hundred Forty-

807 nominal size) of 120cm. x 120cm. x 90cm. and remaining pit with B.B.C. 1:3:6 mix (1-cement :3-coarse sand:6-Brickbats 40+50mm size) and providing fillet in Cement concrete 1:2:4 mix (1- 1.00 Each

Nine and Paise Fifty-Five Only

cement :2- coarse sand :4-graded stone aggregate 20mm. nominal size) at G.L. and 3 coats of silver paint etc. complete.

Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including 500mm x 450mm C.I. horizontal grating wih frame complete. Rupees Two Thousand Seventeen and Paise

Constructing Brick masonry road gully chamber 450mm x 450mm x 775mm with vertical gating complete. Rupees Two Thousand Five Hundred Forty-Five

and Paise Eighty-Six Only

Constructing brick masonry road gully chamber 1100mm x 775mm including 500mm x 450mm (C.I. horizontal grating with frame and vertical grating complete.) Rupees Five Thousand Three Hundred Eighty-

One and Paise Sixty-Six Only

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls Rupees Two Thousand Nine Hundred Thirty-

and bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm deep for single pipe line. Two and Paise Ninety-Three Only

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls Rupees Three Thousand Six Hundred Sixty and

and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 450mm deep for pipe line with one or two inlets. Paise Seventy-Six Only

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having crushing strength not less than 35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls Rupees Seven Thousand One Hundred Eighty

and bed concrete etc. complete.(iii) Inside dimensions 600mm x 850 mm and 450mm deep for pipe lines with three or more inlets. and Paise Forty-Four Only

Extra over items No.811 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick masonry chamber.(i) for 455mm x 610mm size. Rupees Two Hundred Forty-Two and Paise

Thirty-Nine Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Extra over items No.812 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick masonry chamber.(ii) for 500mm x 700mm size. Rupees Two Hundred Sixty-Four and Paise

Eighty-Six Only

Extra over items No.813 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick masonry chamber.(iii) for 600mm x 850mm size. Rupees Three Hundred Twenty-Five and Paise

Fifty-Nine Only

(A) Providing sock pit of 2.00 Cu.M. Volume including excavating and filling brickbats with dry masonry work at top for 45cm. height including covering the top with stone including providing Rupees One Thousand Three Hundred Twenty

vatas in C.M. 1:3 with finishing curing etc. complete as directed. and Paise Eighty Only

(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and filling brickbats with dry masonry work at top for 45cm. height including covering the top with stone including providing

Rupees Three Thousand Three Hundred Three

818 vatas in C.M. 1:3 with finishing curing etc. complete as directed. 1.00 Each

and Paise Fifty-Three Only

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(A) From Borrow pits within land width Rupees One Hundred Nine and Paise Forty-One

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(B) From Borrow area within 0.5 Km.lead Rupees One Hundred Fifty-Four and Paise

Eighty-Seven Only

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(C) From Borrow area within 1.0 Km.lead Rupees One Hundred Fifty-Seven and Paise

Ninety-One Only

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(D) From Borrow area within 2.0 Km. lead Rupees One Hundred Sixty-Three and Paise

Sixty-Nine Only

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(E) From Borrow area within 3.0 Km. lead Rupees One Hundred Sixty-Nine and Paise

Twenty-Eight Only

Rolling of earthwork in layers with power roller including filling in depressions which occur during the process.

824 1.00 cu.m 13.42 Rupees Thirteen and Paise Forty-Two Only

825 Watering of earth work as directed. 1.00 cu.m 9.70 Rupees Nine and Paise Seventy Only

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density

Rupees One Hundred Sixty and Paise Fourteen

826 including filling the depression which occur during the process using power roller 8T to 10T.(A) From Borrow pits within land width 1.00 cu.m

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density

Rupees One Hundred Sixty-Three and Paise

827 including filling the depression which occur during the process using power roller 8T to 10T.(B) From Borrow area within 0.5KM. lead 1.00 cu.m

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density

Rupees One Hundred Sixty-Six and Paise Fifty-

828 including filling the depression which occur during the process using power roller 8T to 10T.(C) From Borrow area within 1.0KM. lead 1.00 cu.m

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density

Rupees One Hundred Seventy-Two and Paise

829 including filling the depression which occur during the process using power roller 8T to 10T.(D) From Borrow area within 2.0KM. lead 1.00 cu.m

Thirty-One Only

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density

Rupees One Hundred Seventy-Seven and Paise

830 including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead 1.00 cu.m

Ninety-One Only

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all Rupees One Hundred Thirty-Four and Paise

required lead and lift. Thirteen Only

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all

832 1.00 cu.m 38.48 Rupees Thirty-Eight and Paise Forty-Eight Only

required lead and lift.(A) Above 200 Meters upto 300 Meters.

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all

833 1.00 cu.m 56.13 Rupees Fifty-Six and Paise Thirteen Only

required lead and lift.(B) Above 300 Meters upto 400 Meters.

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all Rupees Ninety-Three and Paise Eighty-Eight

required lead and lift.(C) Above 400 Meters upto 500 Meters. Only

Earthwork in cutting in all sorts of soil and soft murrum including conveying and putting the stuff in spoil bank maintaining minimum distance of five meter between top edge and cutting and toe Rupees One Hundred Nine and Paise Twenty-

of spoil bank. Four Only

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto Rupees One Hundred Nine and Paise Twenty-

50Mt.lead. Four Only

Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting with all lead and lift.(i) Hard Rupees Two Hundred Sixty and Paise Fifty-

murrum. Seven Only

Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting with all lead and lift.(ii) Soft Rupees Two Hundred Forty-Five and Paise Fifty-

rock not requiring blasting. Four Only

Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting with all lead and lift.(iii) Hard Rupees Five Hundred Thirty-Two and Paise

rock. Eighty-Three Only

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(1) Hand broken stone aggregate 25mm to 90mm size. Rupees Two Hundred Forty-Seven and Paise

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(2) Hand broken stone aggregate 40 mm to 63 mm size. Rupees Two Hundred Ninety-Six and Paise

Ninety-Four Only

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(3) Crushed stone aggregate for Hard Quality up to 63 mm stze Rupees Four Hundred Eighteen and Paise

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Four Hundred Eighteen and Paise

grading as per I.R.C. Code.(i) 50mm Ninety Only

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Four Hundred Eighty-Two and Paise

grading as per I.R.C. Code.(ii) 40mm Fifty-Three Only

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Five Hundred Forty-Five and Paise Sixty-

grading as per I.R.C. Code.(iii) 25mm Three Only

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Six Hundred Eight and Paise Seventy-

grading as per I.R.C. Code.(iv) 20mm Three Only

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Four Hundred Eighty-Nine and Paise

grading as per I.R.C. Code.(v) 12mm Ninety-Five Only

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Four Hundred Fifty-Two and Paise

grading as per I.R.C. Code.(vi) 10mm Eighty-Three Only

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and Rupees Two Hundred Eighty-Seven and Paise

grading as per I.R.C. Code.(vii) 6mm Eighty-Five Only

Supplying of brick aggregate 40mm nominal size. Rupees One Hundred Eighty-Seven and Paise

Seventy-One Only

Supplying of screened cleaned pea (rounded) gravel of following sizes)(i) 10mm nominal size. Rupees One Hundred Eighty-Eight and Paise

Seventy-Seven Only

Supplying of screened cleaned pea (rounded) gravel of following sizes)(ii) 12mm nominal size. Rupees One Hundred Ninety-Three and Paise

Supplying of screened cleaned pea (rounded) gravel of following sizes)(B) Supplying of unscrened gravel Rupees One Hundred Fifty and Paise Fifty-Nine

Supplying of coarse clean sharp sand at site. Rupees Two Hundred Ninety-Five and Paise

Eighty-Eight Only

855 (i) Supplying of murrum / binding materials 1.00 cu.m 80.60 Rupees Eighty and Paise Sixty Only

(ii) Supplying of hard murrum 50mm to 150mm size. Rupees One Hundred Nine and Paise Twenty-

Supplying promoulded bituminous joint filler.(i) 12mm thick Rupees Five Hundred Fifty-Three and Paise

Seventy-Nine Only

Supplying promoulded bituminous joint filler.(ii) 20mm thick Rupees Six Hundred Eleven and Paise Thirteen

Supplying promoulded bituminous joint filler.(iii) 25mm thick Rupees Eight Hundred Two and Paise Eighty-

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates (H.B.) Rupees Two Hundred Sixty-Eight and Paise

Ninety-Two Only

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(iii) 25mm to 50mm size crushed stone Rupees Two Hundred Sixty-Eight and Paise

Ninety-Two Only

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(iv) Chipping varying from 6mm to 25mm Rupees Two Hundred Sixty-Eight and Paise

size. Ninety-Two Only

Laying brick soiling with over burnt traditional bricks including spreading of binding materials murrum or earth etc. ( Bricks for soilng and binding materials shall be paid for seperately)(i) One

863 1.00 cu.m 44.95 Rupees Forty-Four and Paise Ninety-Five Only

layer laid flat.

Laying brick soiling with over burnt traditional bricks including spreading of binding materials murrum or earth etc. ( Bricks for soilng and binding materials shall be paid for seperately) (ii) One

864 1.00 cu.m 68.14 Rupees Sixty-Eight and Paise Fourteen Only

layer laid on edge.

Laying brick soiling with over burnt traditional bricks including spreading of binding materials murrum or earth etc. ( Bricks for soilng and binding materials shall be paid for seperately)(iii) Two

865 1.00 cu.m 90.04 Rupees Ninety and Paise Four Only

layer laid flat.

Laying brick soiling with over burnt traditional bricks including spreading of binding materials murrum or earth etc. ( Bricks for soilng and binding materials shall be paid for seperately)(iv) Two Rupees One Hundred Thirty-Six and Paise

layer laid on edge. Fourteen Only

Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(i) Murrum Rupees One Hundred Fifty-Nine and Paise One

Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(ii) Sand Rupees One Hundred Fifty-Nine and Paise One

Rolling and consolidation of soling including filling in depression which occur during the process, with power roler 8 tonne to 12 tonne. Rupees Twenty-Two and Paise Seventy-Five

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Rolling and consolidating water bound macadam (except laterite and Kankar) including watering not exceeding 150mm thickness (Main layer including binding materials ) including filling in

870 1.00 Sqm 16.54 Rupees Sixteen and Paise Fifty-Four Only

depressions which occur during the process.(A) With power roller exceeding 8 tonne and not exceeding 12 tonne.

Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc.(i)

871 1.00 Sqm 30.57 Rupees Thirty and Paise Fifty-Seven Only

Water bound macadam surface (New)

Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

872 1.00 Sqm 18.38 Rupees Eighteen and Paise Thirty-Eight Only

Black top surface.

873 Providing and supplying evenly priming / tack coat with bitumen @ rate of 10 Kg/ Sq.M. (including heating the bitumen but excluding the cost of bitumen) 1.00 Sqm 7.02 Rupees Seven and Paise Two Only

874 Add/Deduct for any item of bituminious work for extra/less use of bitumen (including heating) 1.00 Sqm 0.67 Rupees and Paise Sixty-Seven Only

Surface dressing one coat with paving bitumen using 18kg. bitumen per 10.0 Sq.M. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 Sq.M. of road surface excluding roling and

875 1.00 Kg 20.90 Rupees Twenty and Paise Ninety Only

consolidation (stone chipping and bitumen shall be paid seperately)

Surface dressing two coat with bitumen using 18kg. bitumen per 10.0 Sq.M. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 Sq.M. for first coat and 11 Kg. of bitumen with

Rupees Twenty-Two and Paise Twenty-Three

876 cu.m. of stone chippings 10mm nominal size per 10 Sq.M. of road surface for second coat excluding consolidation for second coat excluding consolidation bitumen shall be paid seperately) 1.00 Sqm

Surface dressing enewal coat with paving bitumen or tar using 11kg. of bitumen of 12Kg. of cut-back or road tar per ten 10.0 Sq.M. with 0.10 cu.m. of stone chipping 10mm nominal size per

877 1.00 Sqm 14.88 Rupees Fourteen and Paise Eighty-Eight Only

Sq.M. of road surface excluding roling and consolidation (Chips and bitumen shall be paid seperately)

Add to or deduct from any item of bituminious work for variation in quantity of stone chippings (Labour only)

878 1.00 cu.m 61.80 Rupees Sixty-One and Paise Eighty Only

2cm. thick open - graded pre-mix carpet surfacing with 0.27 cu.m. stone chippings (12mm size 0.18cu.m. and 10mm size 0.09 cu.m.) mixed with 14.4 kgs. of bitumen per 10 Sq.M. of road surface

Rupees One Thousand Two Hundred and Paise

879 excluding rolling and consolidetion etc. complete. (Stone chippings and Bitumen shall be paid separately)(i) With tack coat at rate of 5.0 Kg. /10 Sq.M. 1.00 cu.m

Ninety-Four Only

2cm. thick open - graded pre-mix carpet surfacing with 0.27 cu.m. stone chippings (12mm size 0.18cu.m. and 10mm size 0.09 cu.m.) mixed with 14.4 kgs. of bitumen per 10 Sq.M. of road surface

Rupees One Thousand Two Hundred Fifty-One

880 excluding rolling and consolidetion etc. complete. (Stone chippings and Bitumen shall be paid separately)(ii) With tack coat at rate of 10Kg. / 10 Sq.M. 1.00 cu.m

and Paise Five Only

2.5cm. thick Consolidated singlecourse pre-mixed carpet surfacingwith 0.36 cu.m. of stone chippings(20mm size 0.15cu.m. 10mm size0.12 cu.m. and 0.6 mm size of 0.09 cu.m. ) mixed with

Rupees One Thousand One Hundred Fourteen

881 kgs. ofbitumen per 10 Sq.M. of road surface excluding consolidetion etc. complete.(Stone chippings and Bitumen shall bepaid separately)(i) With tack coat at rate of 5.0 Kg. /10 Sq.M. 1.00 cu.m

and Paise Nine Only

2.5cm. thick Consolidated singlecourse pre-mixed carpet surfacingwith 0.36 cu.m. of stone chippings(20mm size 0.15cu.m. 10mm size0.12 cu.m. and 0.6 mm size of 0.09 cu.m. ) mixed with

Rupees One Thousand One Hundred Fifty and

882 kgs. ofbitumen per 10 Sq.M. of road surface excluding consolidetion etc. complete.(Stone chippings and Bitumen shall bepaid separately)(ii) With back coat at rate of 10Kg./ 10 Sq.M. 1.00 cu.m

Paise Eighty-Three Only

Liquid seal coat (IRC type -A) with 0.09 cu.m. of stone chippings 6mm size and 6.8Kg. of bitumen per 10.0 Sq.M. of road surface excluding rolling and consolidation. (Chipping and bitument shall Rupees One Thousand Four Hundred Fourteen

be paid seperately) and Paise Seventy-Four Only

Pre-mixed seal coat (I.R.C. type-B) with 0.06 cu.m. of fine aggregate and 6.8 Kg. of bitumen per 10 Sq.M. of road surface excluding rolling and consolidetion. (Chipping and bitument shall be paid Rupees One Thousand Six Hundred Thirteen

separately) and Paise Fifty Only

Pre-mixed seal coat with 0.12 cu.m. of stone chippings 10mm size and 7.68 Kg. of bitumen per 10 Sq.M. of road surface excluding rolling and consolidetion. (Stone chipping and bitument shall be Rupees One Thousand Three Hundred Ninety-

paid separately) Three and Paise Two Only

Laying built-up spray grout base course intwo layers with bitumen at rate of 15 kg./per 10 Sq.M. with 0.50 cu.m. stone aggregate for first layer and 15kg. of bitumen and 0.50 cu.m. of stone

886 aggregate per 10 Sq.M. of roadsurface for second layer and using 0.13cu.m. of Key aggregate per 10 Sq.M. excluding rolling and consolidation complete. (stone aggregate and bitumen shall be 1.00 Sqm 26.91 Rupees Twenty-Six and Paise Ninety-One Only

paid separately)

Labour charges for laying premixed bituminious macadam / concrete / carpet etc. by hot mix laid process including heating the asphalt and aggregates by continuous hot mix,transporting the

mix and spreading the same by paverfinisher and consilidation with powerroller including providing and layinguniformaly tack coat includingproviding and laying uniformaly tackcoat including Rupees Six Hundred Fifty-Six and Paise Fifty

necessary fire wood oillubricants, labour charges and hirecharges of the required plant andmachineries etc. complete. Only

888 Consolidation of surface dressing in one coat with power roller including cost of fuel hire charges of roller etc. complete. 1.00 Sqm 6.52 Rupees Six and Paise Fifty-Two Only

889 Consolidation of surface dressing in two coats with power roller including cost of fuel hire charges of roller etc. complete. 1.00 Sqm 9.19 Rupees Nine and Paise Nineteen Only

Consolidation of 2cm. thick open graded premixed asphalt carpet with power roller including cost of fuel hire charges of roller etc. complete.

890 1.00 Sqm 7.69 Rupees Seven and Paise Sixty-Nine Only

Consolidation of 2.5cm. thick premixed asphalt carpet with power roller including cost of fuel hire charges of roller etc. complete.

891 1.00 Sqm 7.69 Rupees Seven and Paise Sixty-Nine Only

892 Consolidation of liquid / premixed seal coat with power roller including cost of fuel hire charges of roller etc. complete. 1.00 Sqm 5.52 Rupees Five and Paise Fifty-Two Only

893 Consolidation of Built up spray grout in required layers with power roller including cost of fuel hire charges of roller etc. complete. 1.00 Sqm 9.03 Rupees Nine and Paise Three Only

Consolidation of bituminous macadam / concrete etc. with power roller including cost of fuel hire charges of roller etc. complete.

894 1.00 Sqm 11.53 Rupees Eleven and Paise Fifty-Three Only

Providing and fixing Hectometer as per I.R.C. type design including painting, lettering etc. complete.(i) Fixing in Earth Rupees One Hundred Sixteen and Paise Eight

Providing and fixing Hectometer as per I.R.C. type design including painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10 Rupees Three Hundred Fifty-Six and Paise Fifty

Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(i) Fixing in Earth Rupees One Hundred Ten and Paise Thirty-

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 Rupees Three Hundred Fifty and Paise Eighty

Providing and fixing Boundary stone as per I.R.C. design including painting, carving lettering etc. complete.(i) Fixing in Earth Rupees One Hundred Two and Paise Eighty-

Providing and fixing Boundary stone as per I.R.C. design including painting, carving lettering etc. complete.(ii) Fixing in C.C. 1:5:10 Rupees Three Hundred Three and Paise

Providing and fixing ordinary Kilometer stone of approved hard stone as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete (For N.H., S.H. and M.D.R.) Rupees Eight Hundred Ninety-One and Paise

Fifty-Three Only

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter and paints etc. complete (For N.H., S.H.

Rupees One Thousand Two Hundred Ninety-

902 and M.D.R.) 1.00 Each

Three and Paise Thirty-Nine Only

Providing and fixing 5th Kilometer stone of approved hard stone as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete (For N.H., S.H. and M.D.R.) Rupees One Thousand One Hundred Seventy-

Five and Paise Fifty-Six Only

Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete (For N.H., S.H. and Rupees One Thousand Nine Hundred Thirty-

M.D.R.) Five and Paise Fifteen Only

Providing and fixing ordinary Kilometer stone of approved hard stone as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete (For O.D.Road,V.R.) Rupees Eight Hundred Fifty-Three and Paise

Thirty-One Only

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete (For O.D. Rupees Seven Hundred Four and Paise Thirty-

road V.R.) Three Only

Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(i) Fixing in Earth Rupees One Hundred Two and Paise Eighty-

Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 Rupees Three Hundred Forty-Three and Paise

Twenty-Seven Only

Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C.

Rupees One Thousand Eight Hundred Seventy-

909 type design.(i) Non - Reflective type 1.00 Each

Eight and Paise Ninety-Eight Only

Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C. Rupees Three Thousand Seventy-Two and

type design.(ii) Reflective type Paise Ninety-Nine Only

Providing and fixing Village name boards as per standard I.R.C. type design of steel plate including painting lettering etc. complete with fixing in C.C. 1:4:8 block with necessary excavation. Rupees Three Thousand Four Hundred Thirty-

Seven and Paise Sixty Only

Providing and fixing Junction board of precast R.C.C. as per standard I.R.C. design including fixing in C.C. with 1:4:8 necessary excavation painting figuring and lettering on board etc. complete. Rupees Two Thousand Seven Hundred Thirty-

Two and Paise Thirty-Nine Only

Providing and fixing Junction board of M.S. plates and angles as per standard I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting figuring and lettering on board etc. Rupees Five Thousand Two Hundred Thirty-Six

complete. and Paise Seventy Only

Pinting and lettering with enamel paint 3- coats etc complete.(i) Ordinary K.M. Stone for N.H. S.H. and M.D.R. Rupees Two Hundred Five and Paise Twenty-

Pinting and lettering with enamel paint 3- coats etc complete.(ii) Ordinary K.M. Stone for O.D.R. and V.R. Rupees One Hundred Fifty-Eight and Paise

Thirty-Seven Only

Pinting and lettering with enamel paint 3- coats etc complete.(iii) Fifth K.M. Stone . Rupees Three Hundred Ninety-Two and Paise

Ninety-Nine Only

Pinting and lettering with enamel paint 3- coats etc complete.(iv) Hectometer stone.

917 1.00 Each 52.79 Rupees Fifty-Two and Paise Seventy-Nine Only

Pinting and lettering with enamel paint 3- coats etc complete.(v) Road sign board. Rupees Four Hundred Sixty-Nine and Paise

Twenty-Five Only

Pinting and lettering with enamel paint 3- coats etc complete.(vi) Village name board. Rupees Four Hundred Sixty-Nine and Paise

Twenty-Five Only

Pinting and lettering with enamel paint 3- coats etc complete.(vii)Junction board. Rupees One Thousand Four Hundred Sixty-Six

and Paise Forty Only

Labour charges for dry stone pitching 15 cm. thick including preparing the surface. Rupees Two Hundred Thirty-Three and Paise

Eighty-Five Only

Labour charges for dry stone pitching of 22.5 cm. thick including preparing the surface etc complete. Rupees Three Hundred Thirty-Four and Paise

Labour charges for dry stone pitching of 20.0 cm. thick including preparing the surface etc complete. Rupees Four Hundred Thirty-Four and Paise

Twenty-Eight Only

Providing panel wall for dry stone pitching in uncourased rubble masonary with had stone of approved quality in cement. mortar 1.5 including curing etc, complete. Rupees Two Thousand Six Hundred Eighty-One

and Paise Eighty-Two Only

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on road side and disposing off remaining stuff.

925 1.00 Sqm 42.76 Rupees Forty-Two and Paise Seventy-Six Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Labour charges for filling measure boxes of crushed metal or gravel of size 20 mm to 63 mm including all tools and as directed. Rupees One Hundred Ten and Paise Ninety-

Labour charges for filling measure boxes of Kapachi of 12 m.size Grit, sand, murrum etc. including all tools and as directed. Rupees One Hundred Ten and Paise Ninety-

Labour charges for breaking boulders and Big.size rubble in to oversize metal for soling. Rupees Three Hundred Seventy-Two and Paise

Forty-Eight Only

Labour charges for breaking boulders and Big.size rubble in to standard size. (40mm to 63 mm) metal for soling. Rupees Five Hundred Fifty-Four and Paise Fifty-

930 Supplying of wooden pegs 4 cm. in Diameter and 25 cm. to 30 cm. long including taper at one end etc. complete. 1.00 Each 1.00 Rupees One Only

Revenue survey charges for joint measurements for land to be acquired. etc. Rupees Three Hundred Fifty-Two and Paise

Sixty-Four Only

Demarkation of road alingment including marking out road line by providing and fixing wooden pegs or steel rod of required size at every 25 M to 50 M. including excavating trenches ion both Rupees Two Thousand Seven Hundred Six and

sodes of 0.30 m. x 0.30M. including supplying of labours and all materials for every work etc. complete. Paise Fifty Only

DOG - Beling the centre line and toe line Embankment / cutting.

Rupees Seven Thousand Three Hundred Fifty-

Seven and Paise Sixty-Two Only

Surveying for road works including ranging, chaining, pegging leveling and compass surveying including all labour materials and instruments etc,complete. Rupees Three Thousand Two Hundred Thirty

and Paise Thirty-Three Only

Providing and fixing stones of 25cm x 25cm x 17.5cm.size of approved quality for centre line or apex point including excavation, concreteing and fixing te stone including casting of stone

935 1.00 Km 66.14 Rupees Sixty-Six and Paise Fourteen Only

Contour survey work for prepaing contour maps by taking cross-section at every 30M. intervals including all, labour materials and instruments. Rupees Two Hundred Ninety-Three and Paise

Ninety-Seven Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Rupees Two Hundred Three and Paise Seventy-

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Rupees Two Hundred Fifty-Five and Paise Fifty-

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum Rupees Four Hundred Forty-Four and Paise

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting

940 1.00 cu.m 461.00 Rupees Four Hundred Sixty-One Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock Rupees Nine Hundred Forty-Eight and Paise

Seventy-Two Only

Filling around the pipes with murrum including dressing, tampering etc. complete.

942 1.00 cu.m 84.69 Rupees Eighty-Four and Paise Sixty-Nine Only

Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of marble stone set in C.M. 1:4 including finishing and engraving letters etc. complete. Rupees Two Hundred Seventy-Nine and Paise

Sixty-Nine Only

Numbering the C.D. work with approved paint including all materials for painting etc. complete.

944 1.00 Each 58.80 Rupees Fifty-Eight and Paise Eighty Only

Providing and fixing Number plate of Marble plate stone of required size set in C.M. 1:4 including finishing and engeaving letters etc. completes. Rupees Three Hundred Six and Paise Fourteen

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Rupees Six Hundred Seventy-Five and Paise

class NP2 of following internal diameters.(i) 300mm dia. Thirty-Six Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Rupees One Thousand Forty-Three and Paise

class NP2 of following internal diameters.(ii) 450mm dia. Sixty-Four Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Rupees One Thousand Three Hundred Fifty-

class NP2 of following internal diameters.(iii) 600mm dia. Five and Paise Eighty-Five Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Rupees One Thousand Eight Hundred Eighty-

class NP2 of following internal diameters.(iv) 800mm dia. One and Paise Seven Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

Rupees Two Thousand One Hundred Thirty-

950 class NP2 of following internal diameters.(v) 900mm dia. 1.00 Rmt

Five and Paise Twenty-Seven Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Rupees Two Thousand Seven Hundred Sixty-

class NP2 of following internal diameters.(vi)1100mm dia. One and Paise Ninety Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Rupees Three Thousand One Hundred Twenty-

class NP2 of following internal diameters.(vii) 1200mm dia. Three and Paise Fifty-Six Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 Rupees Six Hundred Fifty-Nine and Paise

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 300mm dia. Ninety-Nine Only

Item Description of Item (with brief specification and reference to book of specifications) Quantities Rate

No. estimated In Figure In Words

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 Rupees One Thousand One Hundred Ninety

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(ii) 450mm dia. and Paise Five Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 Rupees One Thousand Nine Hundred Sixty-

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(iii) 600mm dia. Eight and Paise Thirty-Eight Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 Rupees Two Thousand Six Hundred Five and

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(iv) 750mm dia. Paise Fifty-Seven Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 Rupees Three Thousand Four Hundred Sixty-

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(v) 900mm dia. Nine and Paise Twenty-Six Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2

Rupees Four Thousand Six Hundred Seventy-

958 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(vi)1050mm dia. 1.00 Rmt

Nine and Paise Forty-Two Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 Rupees Five Thousand Five Hundred Sixty and

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(vii) 1200mm dia. Paise One Only

Providing and fixing retro Reflective Engineering grade Board using C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 x 6mm. Descaling and degreasing the board as per requirement using epoxyprimer

Rupees Nine Thousand One Hundred Sixty-

960 epoxy paint and carrying retro reflactive process by screen painting as directed etc. complete including transporting and fixing in C.C. 1:4:8 with necessary excavation curing etc. complete as per 1.00 Sqm

Nine and Paise Eighty-Eight Only

I.R.C type design.(A) Engineer Grade

Providing and fixing retro Reflective Hi Intensity Micro Prismatic Grade Board using 2mm Aluminum / 4mm ACP, angle iron 75 x 75 x 6mm. Descaling and degreasing the board as per

requirement using epoxy reflactive process by screen painting as directed etc. complete including transporting and fixing in C.C. 1:2:4 with necessary excavation curing etc. complete as per I.R.C.

Rupees Seven Thousand Six Hundred Ten and

961 67-2012 design. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the 1.00 Sqm

Paise Sixty-Six Only

product offered shall be submitted by contractor. (B)Class B Type-4(MDR/ODR) retro reflective sheeting

Providing and fixing retro Reflective Prismatic grade Board using 2mm Aluminum / 4mm ACP, angle iron 75 x 75 x 6mm. Descaling and degreasing the board as per requirement using

epoxyprimer epoxy paint and carrying retro reflactive process by screen painting as directed etc. complete including transporting and fixing in C.C.

1:2:4 with necessary excavation curing etc. complete as per I.R.C 67-2012 design. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year Rupees Twelve Thousand Three Hundred Ten

outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class -C Type-11(NH/SH) retro reflective sheeting and Paise Eighty-Nine Only

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black Rupees Three Thousand Five Hundred Nine

andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including and Paise Twenty-Eight Only

excavation, curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR)

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design

of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of Rupees Three Thousand Nine Hundred Six and

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A Paise Nineteen Only

warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design

of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in Rupees Five Thousand Seventy-Seven and