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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹8.2 L
EMD Value
₹16,500
Closing Date
18 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE OFFICER MAHNAR
EO MAHNAR
MAHNAR BAZAR WARD 05 NEAR JAMA MASJID
EXECUTIVE OFFICER MAHNAR
EO MAHNAR
construction of rcc drain in ward-7 FROM BIPIN SAH HOUSE TO SUNIL SAH HOUSE NEAR.
127134
Re NIT No. 04/2025-26/Gr.-07
Open Tender
CIVIL
Vaishali
• Name of Bidder
• Address and Contact Details of the Bidder
• PAN No.
• GST No.
• Registration Details/ No.
CIVIL
PERCENTAGE
L1
1
10 documents required · 10 mandatory
₹1,250
Processing Fee: 590
₹16,500
EXECUTIVE OFFICE, NAGAR PRISHAD MAHNAR
10 Mar 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
10 Mar 2026
BILL OF QUANTITY
Name of work-construction of rcc drain in ward-7 FROM BIPIN SAH HOUSE TO SUNIL SAH HOUSE NEAR.
Estimated Cost :- Rs. 824,110 /-
Earnest Money :- Rs. 16500 /-
Cost of B.O.Q. :- Rs. 1250 /-
Time of Completion : 2 Months
Vide MR No----------------Date----------
0 RCD. 2.6 .- Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately 0.000 #REF! 858.50 0.00
Less/Add difference cost of Brick- 0.00 ‰ 345.91 0.00
Less/Add difference cost Steel- 5.22 mt 0.00 0.00
1 BCD 2.8.1.- Earth work in excavation in All Kinds of soil in foundation trenches or drains(not excoding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavted soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 96.90 M³ 360.70 34,952.00
2 BCD 2.28. -Supplying and Filling in plinth with local sand and under floors including ,watering , ramming consolidating and dressing complete. 6.50 M³ 287.30 1,867.00
3 BCD 2.26 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 14.54 M² 123.90 1,802.00
4 BCD 11.72. -Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l, 86.70 M² 283.30 24,562.00
5 BCD. Centring and shuttering including strutting , propping etc. and removal .
6 BCD 5.1.2. -Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 39.15 M³ 4,688.30 183,547.00
7 BCD 5.22.7B. -Reinforcement for RCC work including straigthening, cutting, bending, placing in position and binding etc. all complete as per specifications and direction of E/I. 2,740.50 Kg 92.60 253,770.00
SUB TOTAL (A) Rs. 632,155.00
8 Carriage of Materials
Steel 0.00 mt 0.92 0.00
SUB TOTAL (B) Rs. 137,166.00
9 Cost of Materials
Coarse Sand 16.64 M³ 175.80 2,925.00
Stone Chips 20 mm 22.32 M³ 595.36 13,288.00
Stone Chips 10 mm 10.96 M³ 657.91 7,211.00
Local Sand 6.50 M³ 141.85 922.00
10 Seigniorage fee 10% on Cost of Material Rs. 3,858.00
SUB TOTAL (C) Rs. 3,858.00
11 Difference cost of Material
Add difference cost Cement- 15.65 mt 264.63 4,141.00
Add difference cost Bricks- 2,774.00 Nos. 0.34 943.00
SUB TOTAL (D) Rs. , ,50,84.00
1 20.2.1.-Boring.providing and installing bored cast-in-situ reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete M-25 to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, casing and /or bentonite solutionand the length of the pile to be embeded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap). 1.04 M. 902.60 939.00
2 10.32.02.- Steel work welded in built up sections/framed work including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. 24.00 KG 114.60 2,750.00
3 BCD 13.94.1. Painting with synthetic enamel paint of approved brand and manufacture to. give an even shade: 0.90 M² 116.50 105.00
4 RCD 8.3.i. Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 240.00 Nos. 1.35 325.00
GRAND TOTAL (A+B+C+D) Rs. 782,382.00
GRAND TOTAL Rs. 824,110.00
DRAIN WITH BRICK WALL 0.00 M³ 281.40 0.00
1 RCD. 2.6 .- Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately 0.00 M² 285.20 0.00
2 BCD 2.8.1.- Earth work in excavation in All Kinds of soil in foundation trenches or drains(not excoding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavted soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 0.00 M² 356.40 0.00
3 BCD 2.28- Supplying and Filling in plinth with local sand and under floors including ,watering , ramming consolidating and dressing complete. 0.00 M³ 3,953.40 0.00
4 BCD 11.72- Providing designation 100A one brick flat soling joints filled with local sand including cost of wtering, taxes royalty all complete as per specifications and direction of E/I. 0.00 M³ 4,630.90 0.00
5 BCD 5.9.3- Centring and shuttering including strutting , propping etc. and removal . 0.00 M³ 5,048.20 0.00
6 BCD 4.1.3.- Providing and laying in position cement concrete of 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) exluding the cost of centring and shuttering-all work upto plinth level. 0.00 M² 183.60 0.00
7 BCD 5.1.2.- Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.00 Kg 69.20 0.00
8 BCD 6.1.12/1.- Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) SUB TOTAL (A) Rs. 0.00
9 BCD 13.17.2.- 12 mm cement plaster 1:4( 1 cement: 4 coarse sand) finished with a floating coat of neat cement 0.00
10 BCD 5.22.7B- Reinforcement for RCC work including straigthening, cutting, bending, placing in position and binding etc. all complete as per specifications and direction of E/I. 0 ‰No-Rs 1,147.26 0.00
11 Carriage of Material 0.00 per M³ 2,294.28 0.00
Brick 0.00 per M³ 260.70 0.00
Coarse Sand 0.00 per mt 335.29 0.00
Stone Chips 0.00 per mt 335.29 0.00
Local Sand SUB TOTAL (B) Rs. 0.00
12 Cost of Material 0.00 M³ 604.91 0.00
Coarse Sand 0.00 M³ 141.85 0.00
Stone Chips 20 mm Rs. 0.00
Stone Chips 10 mm SUB TOTAL (C) Rs. 0.00
13 Seigniorage fee 10% on Cost of Material 0.00 mt 267.26 , , , 0.00
14 Difference cost of Material SUB TOTAL (D) Rs. 0.00
Add difference cost Brick- Rs. 0.00
Add difference cost Cement-
#REF! #REF! #REF! #REF!
GRAND TOTAL (A+B+C+D) 48.80 M³ 970.90 47,380.00
1 15.2.1 demolishing cement concrete including disposal .. Do E/I 97.60 M³ 4,420.80 431,470.00
1 2.28. -Supplying and Filling in plinth with local sand and under floors including ,watering , ramming consolidating and dressing complete. 40.00 M² 211.60 8,464.00
2 RCD 4.2b(i) -Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SUB TOTAL (A) Rs. #REF!
3 4.1.2.- Providing and laying in position cement concrete of 1:1.5:3 ( 1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) exluding the cost of centring and shuttering-all work upto plinth level.
4 5.9.1.- Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 41.48 M³ 2,353.33 97,616.00
5 Carriage of Materials #REF! M³ #REF! #REF!
Stone Chips 39.05 MT 467.41 18,252.00
#REF! SUB TOTAL (B) Rs. 405,054.00
6 Cost of Materials 27.33 M³ 657.91 17,979.00
Coarse Sand #REF! M³ #REF! #REF!
Stone Chips 20 mm 46.85 M³ 486.92 22,812.00
#REF! Rs. #REF!
Stone Metal SUB TOTAL (C) Rs. #REF!
7 Seigniorage fee 10% on Cost of Material SUB TOTAL (D) Rs. 10,334.00
8 Difference cost of Material Rs. #REF!
Add difference cost Cement-
GRAND TOTAL (A+B+C+D) 2.82 M³ 360.70 1,017.00
Boumdarywall 1.41 M³ 287.30 405.00
1 20.2.1.-Boring.providing and installing bored cast-in-situ reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete M-25 to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, casing and /or bentonite solutionand the length of the pile to be embeded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap). 18.54 M². 283.30 5,252.00
2 2.8 Earth work in excavation in foundation trenches in ordinary soil --do--do-- of E/I. 3.08 M³ 5,670.00 17,448.00
3 2.28 Providing clean coarse sand in filling in foundation trenches or in plinth --do--do-- of E/I. 32.18 M³ 5,017.90 161,476.00
4 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 3.07 M³ 5,670.00 17,407.00
5 5.2.2- Reinforced cement concrete work 1:1:5:3 --do--do-- in plinth and string courses, fillets, etc. --do--do-- 1.47 M³ 5,670.00 8,335.00
6 6.1.12/1 Providing designation 100 A Brick work in C.M. (1:4) in foundation and plinth --do--do-- of E/I. 0.00
7 5.2.2.- Reinforced cement concrete work 1:1:5:3 --do--do-- in columns, pillars, piers, posts and struts, etc. --do--do-- 24.26 M². 404.70 9,818.00
8 5.2.2.- Reinforced cement concrete work 1:1:5:3 --do--do-- , plinth and string courses,Band at Lintel, etc. --do--do-- 11.57 M². 375.10 4,340.00
9 5.9. Providing Centering and Shuttering including strutting, Proping etc. and its removal after use --do--do-- E/I. 24.16 M². 494.40 11,945.00
C Stiffener SUB TOTAL (A) Rs. 367,513.00
10 13.11.2 Providing 12mm. cement plaster (1:4) with clean coarse sand --do--do-- of E/I.
11 5.22.7B Providing Tor steel reinforcement of TMT rods --do--do-- of E/I. 16,904 Nos. 919.21 15,538.00
12 Carriage of Material 8.128 M³ 2,767.04 22,491.00
b) Coarse Sand- 0.725 MT 467.41 339.00
c) Stone Chips 1.982 M³ 310.47 615.00
d) Cement SUB TOTAL (B) Rs. 63,918.00
13 Cost of Material 5.44 M³ 604.91 3,293.00
b) Coarse Sand- 1.98 M³ 141.85 281.00
c) Stone Chips 20 mm Rs. 97,408.00
d) Stone Chips 10 mm SUB TOTAL (C) Rs. 9,741.00
14 Seigniorage fee 10% on Cost of Material 7.85 264.63 2077.00
15 Difference cost of Material SUB TOTAL (D) Rs. 7767.00
Add difference cost Brick- Rs. 448,939.00
Add difference cost Cement-
GRAND TOTAL (A+B+C+D) 24.00 Kg. 114.60 2,750.00
Junior Engineer
Asistant Engineer
Executive Engineer
BILL OF QUANTITY
Name of work-construction of rcc drain in ward-7 FROM BIPIN SAH HOUSE TO SUNIL SAH HOUSE NEAR.
Estimated Cost :- Rs. 824,110 /-
Earnest Money :- Rs. 16500 /-
Cost of B.O.Q. :- Rs. 1250 /-
Time of Completion : 2 Months
Vide MR No----------------Date----------
0 RCD. 2.6 .- Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately 0.000 #REF! 858.50 0.00
Less/Add difference cost of Brick- 0.00 ‰ 345.91 0.00
Less/Add difference cost Steel- 5.22 mt 0.00 0.00
1 BCD 2.8.1.- Earth work in excavation in All Kinds of soil in foundation trenches or drains(not excoding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavted soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 96.90 M³ 360.70 34,952.00
2 BCD 2.28. -Supplying and Filling in plinth with local sand and under floors including ,watering , ramming consolidating and dressing complete. 6.50 M³ 287.30 1,867.00
3 BCD 2.26 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 14.54 M² 123.90 1,802.00
4 BCD 11.72. -Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l, 86.70 M² 283.30 24,562.00
5 BCD. Centring and shuttering including strutting , propping etc. and removal .
6 BCD 5.1.2. -Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 39.15 M³ 4,688.30 183,547.00
7 BCD 5.22.7B. -Reinforcement for RCC work including straigthening, cutting, bending, placing in position and binding etc. all complete as per specifications and direction of E/I. 2,740.50 Kg 92.60 253,770.00
SUB TOTAL (A) Rs. 632,155.00
8 Carriage of Materials
Steel 0.00 mt 0.92 0.00
SUB TOTAL (B) Rs. 137,166.00
9 Cost of Materials
Coarse Sand 16.64 M³ 175.80 2,925.00
Stone Chips 20 mm 22.32 M³ 595.36 13,288.00
Stone Chips 10 mm 10.96 M³ 657.91 7,211.00
Local Sand 6.50 M³ 141.85 922.00
10 Seigniorage fee 10% on Cost of Material Rs. 3,858.00
SUB TOTAL (C) Rs. 3,858.00
11 Difference cost of Material
Add difference cost Cement- 15.65 mt 264.63 4,141.00
Add difference cost Bricks- 2,774.00 Nos. 0.34 943.00
SUB TOTAL (D) Rs. , ,50,84.00
1 20.2.1.-Boring.providing and installing bored cast-in-situ reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete M-25 to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, casing and /or bentonite solutionand the length of the pile to be embeded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap). 1.04 M. 902.60 939.00
2 10.32.02.- Steel work welded in built up sections/framed work including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. 24.00 KG 114.60 2,750.00
3 BCD 13.94.1. Painting with synthetic enamel paint of approved brand and manufacture to. give an even shade: 0.90 M² 116.50 105.00
4 RCD 8.3.i. Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 240.00 Nos. 1.35 325.00
GRAND TOTAL (A+B+C+D) Rs. 782,382.00
GRAND TOTAL Rs. 824,110.00
DRAIN WITH BRICK WALL 0.00 M³ 281.40 0.00
1 RCD. 2.6 .- Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately 0.00 M² 285.20 0.00
2 BCD 2.8.1.- Earth work in excavation in All Kinds of soil in foundation trenches or drains(not excoding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavted soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 0.00 M² 356.40 0.00
3 BCD 2.28- Supplying and Filling in plinth with local sand and under floors including ,watering , ramming consolidating and dressing complete. 0.00 M³ 3,953.40 0.00
4 BCD 11.72- Providing designation 100A one brick flat soling joints filled with local sand including cost of wtering, taxes royalty all complete as per specifications and direction of E/I. 0.00 M³ 4,630.90 0.00
5 BCD 5.9.3- Centring and shuttering including strutting , propping etc. and removal . 0.00 M³ 5,048.20 0.00
6 BCD 4.1.3.- Providing and laying in position cement concrete of 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) exluding the cost of centring and shuttering-all work upto plinth level. 0.00 M² 183.60 0.00
7 BCD 5.1.2.- Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.00 Kg 69.20 0.00
8 BCD 6.1.12/1.- Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) SUB TOTAL (A) Rs. 0.00
9 BCD 13.17.2.- 12 mm cement plaster 1:4( 1 cement: 4 coarse sand) finished with a floating coat of neat cement 0.00
10 BCD 5.22.7B- Reinforcement for RCC work including straigthening, cutting, bending, placing in position and binding etc. all complete as per specifications and direction of E/I. 0 ‰No-Rs 1,147.26 0.00
11 Carriage of Material 0.00 per M³ 2,294.28 0.00
Brick 0.00 per M³ 260.70 0.00
Coarse Sand 0.00 per mt 335.29 0.00
Stone Chips 0.00 per mt 335.29 0.00
Local Sand SUB TOTAL (B) Rs. 0.00
12 Cost of Material 0.00 M³ 604.91 0.00
Coarse Sand 0.00 M³ 141.85 0.00
Stone Chips 20 mm Rs. 0.00
Stone Chips 10 mm SUB TOTAL (C) Rs. 0.00
13 Seigniorage fee 10% on Cost of Material 0.00 mt 267.26 , , , 0.00
14 Difference cost of Material SUB TOTAL (D) Rs. 0.00
Add difference cost Brick- Rs. 0.00
Add difference cost Cement-
#REF! #REF! #REF! #REF!
GRAND TOTAL (A+B+C+D) 48.80 M³ 970.90 47,380.00
1 15.2.1 demolishing cement concrete including disposal .. Do E/I 97.60 M³ 4,420.80 431,470.00
1 2.28. -Supplying and Filling in plinth with local sand and under floors including ,watering , ramming consolidating and dressing complete. 40.00 M² 211.60 8,464.00
2 RCD 4.2b(i) -Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SUB TOTAL (A) Rs. #REF!
3 4.1.2.- Providing and laying in position cement concrete of 1:1.5:3 ( 1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) exluding the cost of centring and shuttering-all work upto plinth level.
4 5.9.1.- Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 41.48 M³ 2,353.33 97,616.00
5 Carriage of Materials #REF! M³ #REF! #REF!
Stone Chips 39.05 MT 467.41 18,252.00
#REF! SUB TOTAL (B) Rs. 405,054.00
6 Cost of Materials 27.33 M³ 657.91 17,979.00
Coarse Sand #REF! M³ #REF! #REF!
Stone Chips 20 mm 46.85 M³ 486.92 22,812.00
#REF! Rs. #REF!
Stone Metal SUB TOTAL (C) Rs. #REF!
7 Seigniorage fee 10% on Cost of Material SUB TOTAL (D) Rs. 10,334.00
8 Difference cost of Material Rs. #REF!
Add difference cost Cement-
GRAND TOTAL (A+B+C+D) 2.82 M³ 360.70 1,017.00
Boumdarywall 1.41 M³ 287.30 405.00
1 20.2.1.-Boring.providing and installing bored cast-in-situ reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete M-25 to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, casing and /or bentonite solutionand the length of the pile to be embeded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap). 18.54 M². 283.30 5,252.00
2 2.8 Earth work in excavation in foundation trenches in ordinary soil --do--do-- of E/I. 3.08 M³ 5,670.00 17,448.00
3 2.28 Providing clean coarse sand in filling in foundation trenches or in plinth --do--do-- of E/I. 32.18 M³ 5,017.90 161,476.00
4 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 3.07 M³ 5,670.00 17,407.00
5 5.2.2- Reinforced cement concrete work 1:1:5:3 --do--do-- in plinth and string courses, fillets, etc. --do--do-- 1.47 M³ 5,670.00 8,335.00
6 6.1.12/1 Providing designation 100 A Brick work in C.M. (1:4) in foundation and plinth --do--do-- of E/I. 0.00
7 5.2.2.- Reinforced cement concrete work 1:1:5:3 --do--do-- in columns, pillars, piers, posts and struts, etc. --do--do-- 24.26 M². 404.70 9,818.00
8 5.2.2.- Reinforced cement concrete work 1:1:5:3 --do--do-- , plinth and string courses,Band at Lintel, etc. --do--do-- 11.57 M². 375.10 4,340.00
9 5.9. Providing Centering and Shuttering including strutting, Proping etc. and its removal after use --do--do-- E/I. 24.16 M². 494.40 11,945.00
C Stiffener SUB TOTAL (A) Rs. 367,513.00
10 13.11.2 Providing 12mm. cement plaster (1:4) with clean coarse sand --do--do-- of E/I.
11 5.22.7B Providing Tor steel reinforcement of TMT rods --do--do-- of E/I. 16,904 Nos. 919.21 15,538.00
12 Carriage of Material 8.128 M³ 2,767.04 22,491.00
b) Coarse Sand- 0.725 MT 467.41 339.00
c) Stone Chips 1.982 M³ 310.47 615.00
d) Cement SUB TOTAL (B) Rs. 63,918.00
13 Cost of Material 5.44 M³ 604.91 3,293.00
b) Coarse Sand- 1.98 M³ 141.85 281.00
c) Stone Chips 20 mm Rs. 97,408.00
d) Stone Chips 10 mm SUB TOTAL (C) Rs. 9,741.00
14 Seigniorage fee 10% on Cost of Material 7.85 264.63 2077.00
15 Difference cost of Material SUB TOTAL (D) Rs. 7767.00
Add difference cost Brick- Rs. 448,939.00
Add difference cost Cement-
GRAND TOTAL (A+B+C+D) 24.00 Kg. 114.60 2,750.00
Junior Engineer
Asistant Engineer
Executive Engineer
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