Construction of Ghat and Paver Block Pathway and Renovation of Pound in front of Hanuman Temple in Baliyari Ward No. 04 under Nagar Parishad, Hisua (Nawada)

Executive Officer

Nagar Parishad, Hisua

Bill of Quantity

For Construction of Ghat & Paver Block Pathway & Renovation of Pound in front of Hanuman Temple in Baliyari , Ward No. – 04 under Nagar Parishad, Hisua (Nawada)

Estimated Cost : Rs. 2,876,800.00

Earnest Money : Rs. 57,600.00

Cost of B.O.Q. : Rs. 5,000.00

Time of Ciompletion : 3 Month

Down Load Period of Tender Paper : 05-08-2026 to 13-08-2026

Date and Time for Submission of Tender Paper : 17-08-2026, 15:00 PM

Sl. No. Item No. Item of Work Quantity Unit Rate Amount

1 20.3A.1 Making 25 cm (10”) dia bore up to 4 M depth below ground with hand auger of approved quality in ordinary soil (vide Classification of Soil Item A) true to Plumb and without eccentric city in any stage of operation and disposal of the excavated Earth up to 50 M lead including all lifts all complete as per approved designs and direction of E/I. 146.34 M 178.30 26092.00

2 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 88.38 M 4688.30 414352.00

3 2.8.1 Earth Work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m all kinds of soil. 96.08 M3 360.70 34656.00

4 2.28 Supplying and fitting in Plinth with local sand and under floors including watering, ramming consolidating and dressing complete. 60.45 M3 287.30 17367.00

5 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 ) 26.02 M3 5017.90 130566.00

6 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/I. 337.42 M2 283.30 95591.00

7 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:1½:3 (1 Cement : 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 27.42 M3 4420.80 121218.00

8 13.11.2 + 13.26 Cement plaster in course sand 12 mm cement plaster of mix 1:4(1 cement :4 coarse sand) and Neat cement punning 51.25 M2 193.40 9912.00

9 5.9.1 Centering and shuttering including strutting propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. 308.07 M2 211.60 65188.00

10 5.22. Reinforcement of R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete.

i 5.22. 7 B Thermo - Mechanically Treated Bars TMTC - 500 - 10 mm dia 7777.00 Kg 92.60 720150.00

11 11.19.4 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) - Ordinary cement without pigment. 467.33 M2 938.30 438496.00

12 2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposed soil to be levelled and neatly dressed - All Kinds of soil 246.28 100 M2 4611.70 11358.00

13 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 98.51 M2 721.10 71036.00

14 11.78 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of E/I. 60 mm thick C.C. Paver Block of M-35 grade with approved colour design and pattern. 98.51 M2 714.00 70336.00

15 3.6(1) RCD Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal up to 1000 Metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slops in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m . Excluding the cost of watering, rolling & compaction. 1370.52 M3 100.00 137052.00

16 Extra Labour for Dressing 45 Each 287.00 12915.00

17 Carriage of the Materials

ii. Coarse Sand 58.800 M3 389.87 22924.00

iv. Paver Block 6360 %o 3510.69 22328.00

vii. Stone Chips 99.460 MT 1463.26 145536.00

19 Seigniorage Fee - 2% 52729.00

TOTAL 2838390.00

Executive Engineer

Executive Officer

Nagar Parishad, Hisua

Bill of Quantity

For Construction of Ghat & Paver Block Pathway & Renovation of Pound in front of Hanuman Temple in Baliyari , Ward No. – 04 under Nagar Parishad, Hisua (Nawada)

Estimated Cost : Rs. 2,876,800.00

Earnest Money : Rs. 57,600.00

Cost of B.O.Q. : Rs. 5,000.00

Time of Ciompletion : 3 Month

Down Load Period of Tender Paper : 05-08-2026 to 13-08-2026

Date and Time for Submission of Tender Paper : 17-08-2026, 15:00 PM

Sl. No. Item No. Item of Work Quantity Unit Rate Amount

1 20.3A.1 Making 25 cm (10”) dia bore up to 4 M depth below ground with hand auger of approved quality in ordinary soil (vide Classification of Soil Item A) true to Plumb and without eccentric city in any stage of operation and disposal of the excavated Earth up to 50 M lead including all lifts all complete as per approved designs and direction of E/I. 146.34 M 178.30 26092.00

2 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 88.38 M 4688.30 414352.00

3 2.8.1 Earth Work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m all kinds of soil. 96.08 M3 360.70 34656.00

4 2.28 Supplying and fitting in Plinth with local sand and under floors including watering, ramming consolidating and dressing complete. 60.45 M3 287.30 17367.00

5 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 ) 26.02 M3 5017.90 130566.00

6 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/I. 337.42 M2 283.30 95591.00

7 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:1½:3 (1 Cement : 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 27.42 M3 4420.80 121218.00

8 13.11.2 + 13.26 Cement plaster in course sand 12 mm cement plaster of mix 1:4(1 cement :4 coarse sand) and Neat cement punning 51.25 M2 193.40 9912.00

9 5.9.1 Centering and shuttering including strutting propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. 308.07 M2 211.60 65188.00

10 5.22. Reinforcement of R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete.

i 5.22. 7 B Thermo - Mechanically Treated Bars TMTC - 500 - 10 mm dia 7777.00 Kg 92.60 720150.00

11 11.19.4 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) - Ordinary cement without pigment. 467.33 M2 938.30 438496.00

12 2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposed soil to be levelled and neatly dressed - All Kinds of soil 246.28 100 M2 4611.70 11358.00

13 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 98.51 M2 721.10 71036.00

14 11.78 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of E/I. 60 mm thick C.C. Paver Block of M-35 grade with approved colour design and pattern. 98.51 M2 714.00 70336.00

15 3.6(1) RCD Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal up to 1000 Metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slops in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m . Excluding the cost of watering, rolling & compaction. 1370.52 M3 100.00 137052.00

16 Extra Labour for Dressing 45 Each 287.00 12915.00

17 Carriage of the Materials

ii. Coarse Sand 58.800 M3 389.87 22924.00

iv. Paver Block 6360 %o 3510.69 22328.00

vii. Stone Chips 99.460 MT 1463.26 145536.00

19 Seigniorage Fee - 2% 52729.00

TOTAL 2838390.00

Executive Engineer