CONSTRUCTION OF NEW 60 Nos. 125MM X 40MM DIA X 61M DEEP HAND OPERATED T/WELL WITH INDIA MARK-II HAND PUMP WITH PLATFORM AND DRAIN INCLUDING SOAK PIT OF SIZE 1.0M DIAMETER 2.0 METRE DEEP WITH DRY BRICK HONEY COMB SHAFT WITH BRICKS OF CLASS DESIGNATION 100B FOR HAND PUMP IN PLACE OF OLD DEFUNT/ORDINARY HAND PUMP IN THE WATER SCARES AREAS IN MADHUBANI DISTRICT UNDER P.H.DIVISION, JHANJHARPUR FOR THE YEAR 2026-27.

TECHNICAL BID Group - 1

Name of Work CONSTRUCTION OF NEW 60 Nos. 125MM X 40MM DIA X 61M DEEP HAND OPERATED T/WELL WITH INDIA MARK-II HAND PUMP WITH PLATFORM AND DRAIN INCLUDING SOAK PIT OF SIZE 1.0M DIAMETER 2.0 METRE DEEP WITH DRY BRICK HONEY COMB SHAFT WITH BRICKS OF CLASS DESIGNATION 100B FOR HAND PUMP IN PLACE OF OLD DEFUNT/ORDINARY HAND PUMP IN THE WATER SCARES AREAS IN MADHUBANI DISTRICT UNDER P.H.DIVISION, JHANJHARPUR FOR THE YEAR 2026-27. Cost of Work as per BOQ Rs.56.06580 lacs Time of Completion 2 Months

Sl No. ITEM REQUIREMENT

Name of the Contractor

Address of the Contractor

1 Earnest Money (A) As precribed in Tender document duly pledged in Favour of EE P.H. Div-Jhanjharpur

(B) Bid Security amount Rs. 112200.00 Bid Security amount Rs.

2 Contractor Ragistration No. of PHED, Bihar.

4 Latest GST registration in state of Bihar

5 Affidavit from the notary

6 Valid Character certificate

7 email id & mobile no. for communication.

Executive Engineer P. H. Division, Jhanjharpur.

FINANCIAL BID GROUP-1

CONSTRUCTION OF NEW 60 Nos. 125MM X 40MM DIA X 61M DEEP HAND OPERATED T/WELL WITH INDIA MARK-II HAND PUMP WITH PLATFORM AND DRAIN INCLUDING SOAK PIT OF SIZE 1.0M DIAMETER 2.0 METRE DEEP WITH DRY BRICK HONEY COMB SHAFT WITH BRICKS OF CLASS DESIGNATION 100B FOR HAND PUMP IN PLACE OF OLD DEFUNT/ORDINARY HAND PUMP IN THE WATER SCARES AREAS IN MADHUBANI DISTRICT UNDER P.H.DIVISION, JHANJHARPUR FOR THE YEAR 2026-27.

Date of receipt of tender:- 08.07.2026

Date of opening of tender:- 30.07.2026

Estimated cost :- 5606580.00

Earnest money :- 112,200.00

Time of completion:- 2 months

Cost of BOQ:- 10000.00

Bid Processing Fee 1180.00

Abstract of cost

S.N. PARTICULARS QTY RATE UNIT Amount

Construction of new 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain

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

2 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 27 M P/M Rs.427.00 Rs.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 Rs.232.00 Rs.5,568.00

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

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

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

7 Supplying all labour and material and fitting and fixing G.I. cap over the new skunked T/well 1 No. Each Rs.142.65 Rs.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 Rs.6,400.00 Rs.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 Rs.716.00 Rs.2,148.00

TOTAL 'A'--- Rs.41,554.05

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 27.0 M P/M Rs.832.78 Rs.22,485.06

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

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

2 (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.214.40 Rs.214.40

(c) Fixing I.M. II pump. 1 No. Each Rs.509.70 Rs.509.70

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

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

TOTAL 'B'--- Rs.43,487.21

TOTAL 'A' + 'B' = Rs.85,041.26

SAY Rs. Rs.85,040.00

Part 'C' Construction of soak pit with dia. 1.00m and depth 2.00m with dry brick honeycomb shaft with bricks of class designation 100B near existing handpumps.

S.N. Particulars Quantity Unit Rate Amount

1 2.8 Earthwork in excavation over areas (not exceeding 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed.

For Soakpit= π/4 1.25 1.25 2 = 2.45 cum pcum 360.70 884.84

2 6.1.14B Brickwork with calss designation 100B in foundation and plinth in CM 1:6.

For Soakpit= π 1.25 0.13 2 = 0.98 cum

Less for honeycomb ( 20% of item 2) 0.20 cum

3 5.1.3 RCC work in beams suspended floors upto floor V e/c cost of centring and shuttering with CC (1:2:4)

For Soakpit= π/4 1.25 1.25 0.1 = 0.123 cum pcum Rs.4,688.30 Rs.576.66

4 5.22.7A Reinforcement for RCC work i/c straightening, cutting, binding all complete.

8 mm TMT bars 8 kg p/kg Rs.94.50 Rs.756.00

5 SOR 0362 Providing and laying brickbats 20mm to 40mm size for filling in soakpit all complete i/c carriage.

For Soakpit= π/4 1.00 1.00 1.00 = 0.785 cum pcum Rs.1,309.37 Rs.1,027.86

6 Carriage of materials:

Bricks 319 nos each Rs.1,139.38 Rs.363.46

Coarse Sand 0.27 cum pcum Rs.1,232.94 Rs.332.89

Stone 0.11 cum pcum Rs.4,270.38 Rs.469.74

Part C TOTAL Rs.7,975.59

Add GST difference (18%-12%) (multiplying factor 0.0536) Rs.427.49

Total Rs. Rs.8,403.08

Say Rs. Rs.8,403.00

Cost of One IM-II Hnad Pump and Soakpit(A+B+C) Rs.93,443.00

Cost of 60 Nos. of IM-II Hand Pump with Soakpit Rs.5,606,580.00

SAY Rs. Rs.5,606,580.00

Permissible Limit

1 Estimated Cost :- 5606580.00

2 Cost of Govt. Material :- NIL

3 Permissible limit :-

4 Name of the Contractor

5 Address of the Contractor

6 I/We offer in Figure ………………. In words …………………………………% (percentage ) High/Less Estimated rate are maintioned in the Bill of quantity. IN FIG.

Executive Engineer P. H. Division, Jhanjharpur.

FINANCIAL BID GROUP-1

CONSTRUCTION OF NEW 60 Nos. 125MM X 40MM DIA X 61M DEEP HAND OPERATED T/WELL WITH INDIA MARK-II HAND PUMP WITH PLATFORM AND DRAIN INCLUDING SOAK PIT OF SIZE 1.0M DIAMETER 2.0 METRE DEEP WITH DRY BRICK HONEY COMB SHAFT WITH BRICKS OF CLASS DESIGNATION 100B FOR HAND PUMP IN PLACE OF OLD DEFUNT/ORDINARY HAND PUMP IN THE WATER SCARES AREAS IN MADHUBANI DISTRICT UNDER P.H.DIVISION, JHANJHARPUR FOR THE YEAR 2026-27.

Date of receipt of tender:- 08.07.2026

Date of opening of tender:- 30.07.2026

Estimated cost :- 5606580.00

Earnest money :- 112,200.00

Time of completion:- 2 months

Cost of BOQ:- 10000.00

Bid Processing Fee 1180.00

Abstract of cost

S.N. PARTICULARS QTY RATE UNIT Amount

Construction of new 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain

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

2 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 27 M P/M Rs.427.00 Rs.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 Rs.232.00 Rs.5,568.00

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

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

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

7 Supplying all labour and material and fitting and fixing G.I. cap over the new skunked T/well 1 No. Each Rs.142.65 Rs.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 Rs.6,400.00 Rs.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 Rs.716.00 Rs.2,148.00

TOTAL 'A'--- Rs.41,554.05

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 27.0 M P/M Rs.832.78 Rs.22,485.06

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

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

2 (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.214.40 Rs.214.40

(c) Fixing I.M. II pump. 1 No. Each Rs.509.70 Rs.509.70

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

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

TOTAL 'B'--- Rs.43,487.21

TOTAL 'A' + 'B' = Rs.85,041.26

SAY Rs. Rs.85,040.00

Part 'C' Construction of soak pit with dia. 1.00m and depth 2.00m with dry brick honeycomb shaft with bricks of class designation 100B near existing handpumps.

S.N. Particulars Quantity Unit Rate Amount

1 2.8 Earthwork in excavation over areas (not exceeding 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed.

For Soakpit= π/4 1.25 1.25 2 = 2.45 cum pcum 360.70 884.84

2 6.1.14B Brickwork with calss designation 100B in foundation and plinth in CM 1:6.

For Soakpit= π 1.25 0.13 2 = 0.98 cum

Less for honeycomb ( 20% of item 2) 0.20 cum

3 5.1.3 RCC work in beams suspended floors upto floor V e/c cost of centring and shuttering with CC (1:2:4)

For Soakpit= π/4 1.25 1.25 0.1 = 0.123 cum pcum Rs.4,688.30 Rs.576.66

4 5.22.7A Reinforcement for RCC work i/c straightening, cutting, binding all complete.

8 mm TMT bars 8 kg p/kg Rs.94.50 Rs.756.00

5 SOR 0362 Providing and laying brickbats 20mm to 40mm size for filling in soakpit all complete i/c carriage.

For Soakpit= π/4 1.00 1.00 1.00 = 0.785 cum pcum Rs.1,309.37 Rs.1,027.86

6 Carriage of materials:

Bricks 319 nos each Rs.1,139.38 Rs.363.46

Coarse Sand 0.27 cum pcum Rs.1,232.94 Rs.332.89

Stone 0.11 cum pcum Rs.4,270.38 Rs.469.74

Part C TOTAL Rs.7,975.59

Add GST difference (18%-12%) (multiplying factor 0.0536) Rs.427.49

Total Rs. Rs.8,403.08

Say Rs. Rs.8,403.00

Cost of One IM-II Hnad Pump and Soakpit(A+B+C) Rs.93,443.00

Cost of 60 Nos. of IM-II Hand Pump with Soakpit Rs.5,606,580.00

SAY Rs. Rs.5,606,580.00

Permissible Limit

1 Estimated Cost :- 5606580.00

2 Cost of Govt. Material :- NIL

3 Permissible limit :-

4 Name of the Contractor

5 Address of the Contractor

6 I/We offer in Figure ………………. In words …………………………………% (percentage ) High/Less Estimated rate are maintioned in the Bill of quantity. IN FIG.

Executive Engineer P. H. Division, Jhanjharpur.