Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Munger under P. H. Division, Munger for the year 2025-26.

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH DIVISION, MUNGER

Bill of Quantity (BOQ)

Construction of IM- II Hand pump with Soakpit

BOQ COST :- Rs. 32.704 LAKH

PUBLIC HEALTH DIVISION, MUNGER

BILL OF QUANTITY (BOQ)

Estimate for Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Munger under P. H. Division, Munger for the year 2025-26. `

ABSTRACT OF COST

Sl. Particular Total Quantity Unit Rate Amount

1 Construction of 125 mm x 40mm dia x 61 M deep for Drilled tube well with I.M-II hand Pump, platform and drain vide (sub estimate 1) 35 Nos. 85041.26 2976443.93 57.65 37 149518000

2 Construction of soakpit of 1.0 diameter X 2 mtr deep with dry brick honey comb shaft with bricks of class designation 100B (sub estimate 2) 35 Nos. 8400.00 294000.00 98367.1052631579

TOTAL 3270443.93

JE Assistant Engineer Executive Engineer

P.H.Division Munger

GOVERNMENT OF BIHAR

Public Health Engineering Department

P.H. Division, Munger

Name of Work:- Construction of 125 mm x 40mm x 61 M deep tube well, Construction of 125/115mm dia 67 Mtr deep drilled tubewell and 125 mm dia and 45 Mtr Deep gravel packed tubewell with India mark-II handpump with platform and drain as per UNICEF design and Construction of Soakpit in the water scarce rural areas of Munger District under P.H.Division Munger for the year 2025-26.

This estimate has been framed by Executive Engineer, P.H. Division, Munger in compliance of the letter No. 6/वी01-1018/2024-449 dated 04-03-2025 given by Head Quarter for the Construction of 125 mm x 40mm x 61 M deep tube well, Construction of 125/115mm dia 67 Mtr deep drilled tubewell and 125 mm dia and 45 Mtr Deep gravel packed tubewell with India mark-II handpump with platform and drain as per UNICEF design and Construction of Soakpit in the water scarce rural areas of Munger District under P. H. Division Munger for the year 2025-26. Munger district is one of the thirty-eight districts of Bihar state in eastern India. The city of Munger is the administrative headquarters of this district. The district is a part of Munger Division. Its literacy rate of 73.3% is higher than the state literacy rate of 63.8%, but lower than national rate of 74.04%. Munger District is not entirely hilly, but it features a mix of plains, plateaus, and mountainous areas, with the Kharagpur hills being a prominent feature.

BOQ Cost :- The Estimated cost comes to Rs. 3,270,444.00

Executive Engineer

P. H. Division, Munger

GOVERNMENT OF BIHAR

Public Health Engineering Department

P.H.Division,Munger

Name of Work: Construction of IM-II New Handpump during Lok Sabha Election 2024 at different Booths and Cluster Point under P.H.Division, Munger for the year 2024-25.

This estimate has been framed by Executive Engineer, P.H. Division, Munger in compliance of the letter No. 924 dated 02/05/2024 given by Head Quarter for the Construction of New IM-II Handpump and Soakpit for the Lok Sabha Election 2024 at different booths and CAPF Centres .

Estimated Cost :- The Estimated cost comes to Rs 4078943.00

Specification:- Standard specification of P.H.E.D. & P.W.D. Building will be followed during execution of work

Executive Engineer

P. H. Division, Munger

SUB-ESTIMATE NO. - 01

Name of Work :- Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Munger under P. H. Division, Munger for the year 2025-26.

S. N. Particulars Qty. Unit Rate Amount

Part 'A' Cost of Materials

1 India mark II hand pump with 8 Nos. Connection Rod and one cylinder confirming IS:15500(Part 1-8)/2008 1 No. Each 12602.30 12,602.30

2 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 27 M P/M 427.00 11,529.00

3 32 mm dia G.I. pipe medium quality (3mtr each length) confirming IS:1239(Part 1-4) 24 M P/M 232.00 5,568.00

4 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 30 M Each 80.00 2,400.00

5 40mm dia X 2 mtr long UPVC RIBBED Strainer confirming to IS:12818-1983/1992 2 Nos. Each 246.00 492.00

6 125 mm X 40 mm UPVC reducing socket (Heavy quality). 1 No. Each 272.10 272.10

7 Supplying all labour and material and fitting and fixing G.I. cap over the new skunked T/well 1 No. Each 142.65 142.65

8 Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF design platform with foot rest etc. all complete. 1 No. Each 6400.00 6,400.00

9 Providing all material and construction 1 P.C.C. (1:2:4) UNICEF design drain for disposal of water etc. all complete. 3 M P/M 716.00 2,148.00

Part 'B' labour Cost (Classification of soil item 'A')

1 Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm U.P.V.C. X 40mm dia UPVC pipe & strainer of standard quality iron shoe, plug & shocked etc. all complete including providing all tools and plants required for the job as per specification and direction of the engineer in charge.

(a) For 125 mm dia U.P.V.C. pipe 27 M P/M 832.78 22,485.06

(b) For 40 mm dia UPVC Pipe 3.5 M P/M 474.99 1,662.47

(a) For 40 mm dia UPVC Pipe 30.5 M P/M 546.20 16,659.10

2 (a) Supplying all tools for lowering 32mm dia G.I. Pipe 24 M P/M 20.12 482.88

(b) Fixing I.M. II pump. 1 No. Each 214.40 214.40

3 Providing labour for fitting and fixing deep well cylinder with necessary connecting rod and drilling flanges including supplying jointing materials, all tools and plants etc, required for the job for low water level all complete as per specification. 1 No. Each 509.70 509.70

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each 1124.70 1,124.70

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each 348.90 348.90

Contingency @ 1%

Executive Engineer

P.H. Division, Munger

CONSTRUCTION OF 125 MM DIA AND 55 MTR. DEEP GRAVEL PACKED T/W WITH INDIA MARK II HAND PUMP (DRILLING WILL BE DONE BY REVERESE CIRCULAR METHOD FOR DRAUGHT PRONE AREAS

S. No. Particulars Quantity Unit Rate Amount

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300/250 mm dia bore hole for inserting of 125mm dia U.P.V.C. casing pipe/ slotted pipe U.P.V.C. screen pipes for installation mark iii hand pump.

24.1.1 All types of soil

(i) From G.L. to 90 mtr Depth. 55 Mtr. P/M Rs.388.70 Rs.21,378.50

2 Providing all equipments and labour lowering 125 mm dia U.P.V.C. casing slotted U.P.V.C. /U.V.C. ribbed screen pipe imperfect vertically confirming to the available strata ( slotted pipe/ screen pipe area to be lowered in water bearing aquifer and as per direction of E/I. at site and also where casing pipe will be lowered. 54 Mtr. P/M Rs.20.20 Rs.1,090.80

3 Supplying fitting & fixing the following G.I. Fitting of approved make and specification at work site complete job.

(a) 125mm center guide Nos. in each T/W 3 Nos. Each Rs.151.50 Rs.454.50

(b) 25 mm dia well plug 1 No Each Rs.75.75 Rs.75.75

(c) Clamp for 125 mm dia pipe 1 No Each Rs.141.40 Rs.141.40

4 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.. 1.4 M3 P/M3 Rs.2,523.38 Rs.3,532.73

5 Supplying all materials labours and equipments to seal T/W up to the depth of 10 mtr below G.L. by Sticky clay to prevent contamination from surface from all complete job as per direction of E/I. 1 Item Each Rs.50.50 Rs.50.50

6 Supplying all tools labours and equipments for lowering 32 mm dia medium quality G.I. Pipe (riser pipe) in T/W in 3 mtr. length all complete job as per direction of E/l. 24.0 Mtr. P/M Rs.20.12 Rs.482.88

7 Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF design platform with foot rest etc. all complete. 1 Item Each Rs.5,950.00 Rs.5,950.00

8 Supplying all materials labours equipments for construction P.C.C. (1:2:4) 1drain as per specification and UNICEF design etc. all completed job. 3 Mtr. P/M Rs.671.00 Rs.2,013.00

9 Supplying all tools equipments & labour for flushing washing and developing the T/W to give clean & clear water and all complete job as per direction of E/l. 1 Item L.S. Rs.601.80 Rs.601.80

10 (a) Supplying all tools for lowering 32mm dia G.I. Pipe 24 M P/M Rs.20.12 Rs.482.88

(b) Fixing Cylinder 1 No. Each Rs.218.50 Rs.218.50

(c) Fixing I.M. II pump. 1 No. Each Rs.156.70 Rs.156.70

TOTAL Rs.36,629.94

1 Cost of materials-

UPVC Ribbed Stranger 125mm (Each of 3Mtr. In length) conform to the I.S. 12818 – 1983/1992 2 Nos. Each Rs.1,536.00 Rs.3,072.00

UPVC Pipe 125mm conform to the I.S. 12818 – 1983/1992 48 M P/M Rs.427.00 Rs.20,496.00

Hand Pump IM- II conforming to IS : 15500 (pt-1 to 8)/2004 1 No. Each Rs. 9,192.00 Rs.9,192.00

GI Pipe 32mm confirming to IS: 1239 (Part 1-4) 24 M P/M Rs. 232.00 Rs.5,568.00

TOT AL Rs.38,328.00

GRAND TOTAL(A+B) = Rs.74,957.94

Cost of One No. I.M. II T/well Say Rs.74,960.00

Executive Engineer

P.H.Division, Munger

Making soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B near handpump etc. complete as per details below

Sl. No. Particulars Qty Unit Rate amount

A Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.

B Brick work with bricks of class designation 100B in foundation and plinth in

6.1.14B Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A 8 mm dia T.M.T. bars 8 Kg. P/Kg. Rs.94.50 Rs.756.00

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks 319 No. P/%0 Rs.1,139.38 Rs.363.13

(c) Coarse Sand 0.27 M3 P/M3 Rs.1,232.94 Rs.332.89

(d) Stone Chips 0.11 M3 P/M3 Rs.4,270.38 Rs.471.41

Add GST difference (18%-12%) (multiplying factor 0.0536) Rs.427.48

Total Rs.8,402.79

Contingency @ 1%

Total Rs.8,402.79

Say Rs.8,400.00

JE Assistant Engineer Executive Engineer

P. H. Division Munger

NIT No- 08/MUNG/PHED/2025-26

B.O.Q. For The Work:- Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Munger under P. H. Division, Munger for the year 2025-26.

Date of Tender :- 11/03/2026

Estimated Cost:- Rs. 3,270,444.00

Earnest Money :- Rs. 66,000.00

Time of Completion :- 4 Months

Cost of BOQ :- Rs 5000.00 (Online Mode only) + Processing fee paid through online As Applicable

SI. No. Particulars Qty. Unit Rate Amount

1 Construction of 125 mm x 40mm dia x 61 M deep for Drilled tube well with I.M-II hand Pump, platform and drain vide (sub estimate 1) 35 Nos. 85041.26 2976443.93

2 Construction of soakpit of 1.0 diameter X 2 mtr deep with dry brick honey comb shaft with bricks of class designation 100B (sub estimate 2) 35 Nos. 8400.00 294000.00

Total Rs. 3,270,443.93

PERMISSIBLE LIMIT

1 Estimated cost Rs. 3,270,444.00

2 Cost of Govt. Material NIL

3 Name of the Contractor

4 Address of the Contractor

5 I/we offer in Figures……. in words………………… % (Percentage) High/Low/Estimated rate as mentioned in the Bill of quantity. In Figures Please Select here

In Words Please Select here

Executive Engineer P.H.Division, Munger

PUBLIC HEALTH DIVISION, MUNGER

BILL OF QUANTITY (BOQ)

Estimate for Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Munger under P. H. Division, Munger for the year 2025-26. `

ABSTRACT OF COST

Sl. Particular Total Quantity Unit Rate Amount

1 Construction of 125 mm x 40mm dia x 61 M deep for Drilled tube well with I.M-II hand Pump, platform and drain vide (sub estimate 1) 35 Nos. 85041.26 2976443.93 57.65 37 149518000

2 Construction of soakpit of 1.0 diameter X 2 mtr deep with dry brick honey comb shaft with bricks of class designation 100B (sub estimate 2) 35 Nos. 8400.00 294000.00 98367.1052631579

TOTAL 3270443.93

JE Assistant Engineer Executive Engineer

P.H.Division Munger

GOVERNMENT OF BIHAR

Public Health Engineering Department

P.H. Division, Munger

Name of Work:- Construction of 125 mm x 40mm x 61 M deep tube well, Construction of 125/115mm dia 67 Mtr deep drilled tubewell and 125 mm dia and 45 Mtr Deep gravel packed tubewell with India mark-II handpump with platform and drain as per UNICEF design and Construction of Soakpit in the water scarce rural areas of Munger District under P.H.Division Munger for the year 2025-26.

This estimate has been framed by Executive Engineer, P.H. Division, Munger in compliance of the letter No. 6/वी01-1018/2024-449 dated 04-03-2025 given by Head Quarter for the Construction of 125 mm x 40mm x 61 M deep tube well, Construction of 125/115mm dia 67 Mtr deep drilled tubewell and 125 mm dia and 45 Mtr Deep gravel packed tubewell with India mark-II handpump with platform and drain as per UNICEF design and Construction of Soakpit in the water scarce rural areas of Munger District under P. H. Division Munger for the year 2025-26. Munger district is one of the thirty-eight districts of Bihar state in eastern India. The city of Munger is the administrative headquarters of this district. The district is a part of Munger Division. Its literacy rate of 73.3% is higher than the state literacy rate of 63.8%, but lower than national rate of 74.04%. Munger District is not entirely hilly, but it features a mix of plains, plateaus, and mountainous areas, with the Kharagpur hills being a prominent feature.

BOQ Cost :- The Estimated cost comes to Rs. 3,270,444.00

Executive Engineer

P. H. Division, Munger

GOVERNMENT OF BIHAR

Public Health Engineering Department

P.H.Division,Munger

Name of Work: Construction of IM-II New Handpump during Lok Sabha Election 2024 at different Booths and Cluster Point under P.H.Division, Munger for the year 2024-25.

This estimate has been framed by Executive Engineer, P.H. Division, Munger in compliance of the letter No. 924 dated 02/05/2024 given by Head Quarter for the Construction of New IM-II Handpump and Soakpit for the Lok Sabha Election 2024 at different booths and CAPF Centres .

Estimated Cost :- The Estimated cost comes to Rs 4078943.00

Specification:- Standard specification of P.H.E.D. & P.W.D. Building will be followed during execution of work

Executive Engineer

P. H. Division, Munger

SUB-ESTIMATE NO. - 01

Name of Work :- Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Munger under P. H. Division, Munger for the year 2025-26.

S. N. Particulars Qty. Unit Rate Amount

Part 'A' Cost of Materials

1 India mark II hand pump with 8 Nos. Connection Rod and one cylinder confirming IS:15500(Part 1-8)/2008 1 No. Each 12602.30 12,602.30

2 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 27 M P/M 427.00 11,529.00

3 32 mm dia G.I. pipe medium quality (3mtr each length) confirming IS:1239(Part 1-4) 24 M P/M 232.00 5,568.00

4 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 30 M Each 80.00 2,400.00

5 40mm dia X 2 mtr long UPVC RIBBED Strainer confirming to IS:12818-1983/1992 2 Nos. Each 246.00 492.00

6 125 mm X 40 mm UPVC reducing socket (Heavy quality). 1 No. Each 272.10 272.10

7 Supplying all labour and material and fitting and fixing G.I. cap over the new skunked T/well 1 No. Each 142.65 142.65

8 Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF design platform with foot rest etc. all complete. 1 No. Each 6400.00 6,400.00

9 Providing all material and construction 1 P.C.C. (1:2:4) UNICEF design drain for disposal of water etc. all complete. 3 M P/M 716.00 2,148.00

Part 'B' labour Cost (Classification of soil item 'A')

1 Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm U.P.V.C. X 40mm dia UPVC pipe & strainer of standard quality iron shoe, plug & shocked etc. all complete including providing all tools and plants required for the job as per specification and direction of the engineer in charge.

(a) For 125 mm dia U.P.V.C. pipe 27 M P/M 832.78 22,485.06

(b) For 40 mm dia UPVC Pipe 3.5 M P/M 474.99 1,662.47

(a) For 40 mm dia UPVC Pipe 30.5 M P/M 546.20 16,659.10

2 (a) Supplying all tools for lowering 32mm dia G.I. Pipe 24 M P/M 20.12 482.88

(b) Fixing I.M. II pump. 1 No. Each 214.40 214.40

3 Providing labour for fitting and fixing deep well cylinder with necessary connecting rod and drilling flanges including supplying jointing materials, all tools and plants etc, required for the job for low water level all complete as per specification. 1 No. Each 509.70 509.70

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each 1124.70 1,124.70

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each 348.90 348.90

Contingency @ 1%

Executive Engineer

P.H. Division, Munger

CONSTRUCTION OF 125 MM DIA AND 55 MTR. DEEP GRAVEL PACKED T/W WITH INDIA MARK II HAND PUMP (DRILLING WILL BE DONE BY REVERESE CIRCULAR METHOD FOR DRAUGHT PRONE AREAS

S. No. Particulars Quantity Unit Rate Amount

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300/250 mm dia bore hole for inserting of 125mm dia U.P.V.C. casing pipe/ slotted pipe U.P.V.C. screen pipes for installation mark iii hand pump.

24.1.1 All types of soil

(i) From G.L. to 90 mtr Depth. 55 Mtr. P/M Rs.388.70 Rs.21,378.50

2 Providing all equipments and labour lowering 125 mm dia U.P.V.C. casing slotted U.P.V.C. /U.V.C. ribbed screen pipe imperfect vertically confirming to the available strata ( slotted pipe/ screen pipe area to be lowered in water bearing aquifer and as per direction of E/I. at site and also where casing pipe will be lowered. 54 Mtr. P/M Rs.20.20 Rs.1,090.80

3 Supplying fitting & fixing the following G.I. Fitting of approved make and specification at work site complete job.

(a) 125mm center guide Nos. in each T/W 3 Nos. Each Rs.151.50 Rs.454.50

(b) 25 mm dia well plug 1 No Each Rs.75.75 Rs.75.75

(c) Clamp for 125 mm dia pipe 1 No Each Rs.141.40 Rs.141.40

4 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.. 1.4 M3 P/M3 Rs.2,523.38 Rs.3,532.73

5 Supplying all materials labours and equipments to seal T/W up to the depth of 10 mtr below G.L. by Sticky clay to prevent contamination from surface from all complete job as per direction of E/I. 1 Item Each Rs.50.50 Rs.50.50

6 Supplying all tools labours and equipments for lowering 32 mm dia medium quality G.I. Pipe (riser pipe) in T/W in 3 mtr. length all complete job as per direction of E/l. 24.0 Mtr. P/M Rs.20.12 Rs.482.88

7 Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF design platform with foot rest etc. all complete. 1 Item Each Rs.5,950.00 Rs.5,950.00

8 Supplying all materials labours equipments for construction P.C.C. (1:2:4) 1drain as per specification and UNICEF design etc. all completed job. 3 Mtr. P/M Rs.671.00 Rs.2,013.00

9 Supplying all tools equipments & labour for flushing washing and developing the T/W to give clean & clear water and all complete job as per direction of E/l. 1 Item L.S. Rs.601.80 Rs.601.80

10 (a) Supplying all tools for lowering 32mm dia G.I. Pipe 24 M P/M Rs.20.12 Rs.482.88

(b) Fixing Cylinder 1 No. Each Rs.218.50 Rs.218.50

(c) Fixing I.M. II pump. 1 No. Each Rs.156.70 Rs.156.70

TOTAL Rs.36,629.94

1 Cost of materials-

UPVC Ribbed Stranger 125mm (Each of 3Mtr. In length) conform to the I.S. 12818 – 1983/1992 2 Nos. Each Rs.1,536.00 Rs.3,072.00

UPVC Pipe 125mm conform to the I.S. 12818 – 1983/1992 48 M P/M Rs.427.00 Rs.20,496.00

Hand Pump IM- II conforming to IS : 15500 (pt-1 to 8)/2004 1 No. Each Rs. 9,192.00 Rs.9,192.00

GI Pipe 32mm confirming to IS: 1239 (Part 1-4) 24 M P/M Rs. 232.00 Rs.5,568.00

TOT AL Rs.38,328.00

GRAND TOTAL(A+B) = Rs.74,957.94

Cost of One No. I.M. II T/well Say Rs.74,960.00

Executive Engineer

P.H.Division, Munger

Making soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B For well

Sl. No. Particulars Qty Unit Rate amount

A Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.

B Brick work with bricks of class designation 100B in foundation and plinth in

6.1.14B Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A 8 mm dia T.M.T. bars 8 Kg. P/Kg. Rs.94.50 Rs.756.00

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks 319 No. P/%0 Rs.1,139.38 Rs.363.13

(c) Coarse Sand 0.27 M3 P/M3 Rs.1,232.94 Rs.332.89

(d) Stone Chips 0.11 M3 P/M3 Rs.4,270.38 Rs.471.41

Add GST difference (18%-12%) (multiplying factor 0.0536) Rs.427.48

Total Rs.8,402.79

Contingency @ 1%

Total Rs.8,402.79

Say Rs.8,400.00

JE Assistant Engineer Executive Engineer

P.H.Division Munger