Construction of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain with Soak Pit considering summer season in the district of Siwan under P. H. Division, Siwan for the year 2026-27.

NIT No.- 04/2026-27 GROUP-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 with Soak Pit considering summer season in the ditrict of Siwan under P. H. Division, Siwan for the year 2026-27. Cost of Work as per BOQ Rs. 37,26,400.00 Time of Completion 4.0 months

S.N. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer,P.H.Division, Siwan

Bid Security Amount - Rs. 74,600.00 Bid Security Amount - Rs.

2 Registration No. as P.H.E.D.Contractor

3 Earnest Money in the specified shapе.

4 GST Registration

5 I.T. & S.T. Registration & clearance Certificate,Pan card

6 Labour License

7 Character Certificate

8 AFFEDEFIT REGARDING WORK COMPLETION (Refered NIT Clause No. 14)

9 AFFEDEFIT REGARDING DEBAR AND RESCIND (Refered NIT Clause No. 25)

Name of Work B.O.Q 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 with Soak Pit considering summer season in the ditrict of Siwan under P. H. Division, Siwan for the year 2026-27. Cost of Work as per BOQ Rs. 3,726,400.00

Time of Completion (in Days) Name of the contractor

04 MONTH Address of the contractor

Sl No. Items Requirement

1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division, Siwan

Rs. 113,280.00 Earnest money - Rs. 1,13,280.00

2 Registration Certificate of appropriate Class of PHED, Govt. of Bihar

3 PAN No. of Income Tax and copy of up-to-date Income Tax Return.

GST VAT Registration No. and copy of the Certificate.

4 Contractor should be reputed specified firm and ISI Manufacturer of India Mark-II,III and Shallow hand pump of Tube Wells.

5 Affidavit (as per latest stamp rule after publication of this tender) regarding previously awarded & pending works (as per clause 6 of the notes to tenderer)

6 Affidavit (as per latest stamp rule after publication of this tender) regarding Debarment / Black listing and Rescind of Contract (as per clause 6 of the notes to tenderer)

power of attorny / Partnership deed /MOU of private limited company etc. if applicable

7 Email id for communication

Executive Engineer P.H.Division, Siwan

GOVERNMENT OF BIHAR

Public Health Engineering Department

PUBLIC HEALTH DIVISION, SIWAN

B.O.Q 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 with Soak Pit considering summer season in the ditrict of Siwan under P. H. Division, Siwan for the year 2026-27.

Date of Tender :-

Estimated Cost:- Rs. 3,726,400.00

Earnest Money (In specified shape only):- Rs. 74,600.00

Time of Completion :- 04 Month

Cost of BOQ :- Rs. 5000.00 (In online mode i.e. Internet Payment gateway (Credit/Debit Card), Net banking, NEFT / RTGS. only)

BSEDC Processing Fee :- Rs. 1180.00 (In online mode i.e. Internet Payment gateway (Credit/Debit Card), Net banking, NEFT / RTGS. only)

B.O.Q 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 with Soak Pit considering summer season in the ditrict of Siwan under P. H. Division, Siwan for the year 2026-27.

Sr. No. Particulars Quantity Unit Rate Amount

1 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 in the district of Siwan under P. H. Division, Siwan for the year 2026-27 (as per Sub Estimate-1,2 & 3) 40 Nos. Each Rs.85,041.00 Rs.3,401,640.00

2 Construction of soak pit 1.0 m dia meter 2.0 m deep with dry brick honey comb shaft with bricks of class designation 100B etc for Handpump Siwan in the district of Siwan under P. H. Division, Siwan for the year 2026-27 (as per Sub Estimate-4) 40 Nos. Each Rs.8,119.00 Rs.324,760.00

Total= Rs.3,726,400.00

Executive Engineer

P.H. Division, Siwan

SCHEDULE - B …………………… NIL

SCHEDULE- C …………………….. NIL

Executive Engineer

P.H. Division, Siwan

PUBLIC HEALTH DIVISION, GOPALGANJ

B.O.Q. FOR THE WORK- Construction of 78 Nos. Sustainable Tube-Wells (With IM-II Hand Pumps) 125 mm x 40 mm dia. X 46 m deep (AV.) with P.C.C. Platform & drain in place of ordinary and very old T/W with 5 (five) years of repair-maintenance after defect & liability period of six months under NRDWP within the jurisdiction of P.H.Division Gopalganj in District of Gopalganj for the Year 2016-17.

Date of Tender :- 02.12.2016

Estimated Cost:- Rs. 3,830,424.00

Earnest Money (In specified shape only):- Rs. 76,600.00

Time of Completion :- 4 MONTHS

Cost of BOQ :- Rs. 5000.00 (In shape of Demand Draft only)

BSEDC Processing Fee :- Rs. 1150.00 (In online mode i.e. Internet Payment gateway (Credit/Debit Card), Net banking, NEFT / RTGS. only)

S. N. Particulars Qtty. Unit Rate Amount

1 CONSTRUCTION OF Sustainable Tube-Wells (With IM-II Hand Pumps) 125 mm x 40 mm dia. X 46 m deep (AV.) with P.C.C. Platform & drain in place of ordinary and very old T/W with 5 (five) years of repair-maintenance after defect & liability period of six months under NRDWP within the jurisdiction of P.H.Division Gopalganj in District of Gopalganj for the Year 2016-17.

A 125mm X 40mm X 46m deep I.M-II hand Pump with platform and drain. Block-Sidhwalia 13 Nos. 49108.00 638404.00

B 125mm X 40mm X 46m deep I.M-II hand Pump with platform and drain. Block-Baikunthpur 22 Nos. 49108.00 1080376.00

A 125mm X 40mm X 46m deep I.M-II hand Pump with platform and drain. Block-Manjha 20 Nos. 49108.00 982160.00

B 125mm X 40mm X 46m deep I.M-II hand Pump with platform and drain. Block-Barauli 23 Nos. 49108.00 1129484.00

TOTAL 78 Nos. 3830424.00

Permissible limit.

1 Estimated cost (in Rs.) :- Rs. 3,726,400.00

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 / Less/Estimated rate mentioned in the Bill of quantity. IN FIG.

Executive Engineer, P.H.Division, Siwan

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

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

4 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 2 Nos. Each Rs.246.00 Rs.492.00

5 125 mm X 40 mm UPVC reducing socket (Heavy quality). 1 No. Each Rs.272.10 Rs.272.10

6 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

7 Supplying all labour and material and fitting & fixing GI cap over the new sunked tubewell 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 'B')

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) Providing all labour & tools and fitting & fixing India mark-II hand pump over newly sunked T/well etc all complete. 1 No. Each Rs.214.40 Rs.214.40

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

4 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 Rs.509.70 Rs.509.70

5 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

6 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

GRAND TOTAL Rs.85,041.26

Cost of One No. I.M. II T/well Say Rs.85,041.00

Executive Engineer

P. H. Division, Siwan

Analysis of 1.85 m dia circular platform for IM II

Providing all materials , labours & constructing platform of 1850mm dia, 183.5mm (avg.) thick bed in slope of 1 in 50, 100 on bed,mm wide x97 mm (avg) deep apron all around the platform 1000 mm wide, 927 mm(avg)long, 200 mm deep step in (1:2:4) PCC and 12 mmm thick (1:3) C.P. with 1.5 mm thick neat cement punning on bed, apron, step and outer surface all complete as per design, drawing & specification of IS 13056: 1991 and direction of E/I. (As per design drawing steel frame in construction platform must be used in work).

S.No. SOR No. Particulars No. L W H Qty. Unit Rate Amount

For fixing of pump & Leg embedding

1 SOR No.2.6 Earthwork in excavation 1.00 0.76 0.76 0.40 0.231 M³ PM3 314.90 72.75

Less for Casing pipe 0.786 0.166 0.166 0.4 0.009

3 SOR No. 2.6 Earthwork in excavation 0.786 1.85 1.85 0.08 0.215

Less for Casing pipe 0.786 0.166 0.166 0.2 0.004

Less for drain 1 0.1 0.1 0.113 0.001

5 SOR No. 4.3.1 Shuttering 3.143 1.85 0.15 0.872

6 SOR No. 13.17 12 mm C.P.(1:3) & neat cement punning

Less for drain opening 1 0.1 0.113 0.011

7 Carriage of Materials @ 10% items from S.No. 1 to 6 554.24

Total Cost 6096.67

Add GST difference (18%-12%) (multiplying factor 0.0536) 326.78

Say Rs. 6423.45

Executive Engineer

P. H. Division, Siwan

Providing all materials , labours & constructing drain of 2900mm length, 100mm wide and 143mm (avg.) deep bed with 80mm wide 177mm (avg.) deep apron both side in (1:2:4) PCC and 12mm thick (1:3) C.P. with 1.5mm thick neat cement punning on bed , apron,step and outer surface all complete as per design, drawing & specification of IS 13056: 1991 and direction of E/I.

S.No. SOR No. Particulars No. L W H Qty. Unit Rate Amount

For fixing of pump & Leg embedding

1 SOR No.2.6 Earthwork in excavation 1 2.90 0.26 0.08 0.060 M3 PM³ 314.90 18.99

2 SOR No.4.1.3 P.C.C.(1:2:4) in foundation 2 2.90 0.08 0.28 0.130

Less for Casing pipe 1 2.90 0.10 0.137 0.040

4 SOR No. 13.17 12 mm C.P.(1:3) & neat cement punning

5 Carriage of Materials @ 10% items from S.No. 1 to 4 179.23

Total Cost 1971.54

Cost for Drain Per Meter 679.84

Add GST difference (18%-12%) (multiplying factor 0.0536) 36.45

Executive Engineer

P. H. Division, Siwan

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.976.00 Rs.311.34

(b) Coarse Sand 0.27 M3 P/M3 Rs.845.00 Rs.228.15

(c) Stone Chips 0.11 M3 P/M3 Rs.3,260.56 Rs.358.66

Add GST difference (18%-12%) (multiplying factor 0.0536) Rs.413.04

Total Rs.8,119.08

Say Rs.8,119.00

Executive Engineer

P.H. Division, Siwan

Sub Estimate- 1

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.all complete as per direction of E/I.

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 10850 Rs.10,850.00

2 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 27 M P/M 427 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 232 Rs.5,568.00

4 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 30 M Each 80 Rs.2,400.00

5 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 2 Nos. Each 246 Rs.492.00

6 125 mm X 40 mm UPVC reducing socket (Heavy quality). 1 No. Each 272.1 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 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 6100 Rs.6,100.00

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 680 Rs.2,040.00

TOTAL 'A'--- Rs.39,393.75

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 497.7 Rs.13,437.90

(b) For 40 mm dia UPVC Pipe 3.5 M P/M 297.6 Rs.1,041.60

(a) For 40 mm dia UPVC Pipe 30.5 M P/M 342.2 Rs.10,437.10

2 Fixing I.M. II pump. 1 No. Each 240.2 Rs.240.20

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 414 Rs.414.00

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each 935.9 Rs.935.90

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each 290.6 Rs.290.60

TOTAL 'B' = Rs.26,797.30

TOTAL 'A' + 'B' = Rs.66,191.05

Cost of One No.T/well Say Rs.66,200.00

Executive Engineer

P.H. Division, Siwan

Analysis of Platform

Providing all materials, labours & constructing platform of 1850 mm dia, 183.5mm (av) thick bed in slope of 1 in 50, 100 mm wide x 97mm (av) deep apron all round the platform 1000 mm wide, 927mm (av) long, 200 mm deep step in (1:2:4) P.C.C. and 12 mm thick (1:3) C.P. with 1.5mm thick neat cement punning on bed, apron, step and outer surface all complete as per design, drawing & specification of (IS 15500:2004) and direction of E/I (As per design drawing steel frame in constructing platform must be use in work ).

S.O.R. No. Particulars No. L W H Qty. Unit Rate Amount

For fixing of pump & Leg embedding

S.O.R. No. 2.6 Earth work in excavation 1.000 0.760 0.760 0.400 0.231 M3 P/M3 Rs.314.90 Rs.72.75

Less for casing pipe 0.786 0.166 0.166 0.400 0.009

S.O.R. No. 2.6 Earth work in excavation 0.786 1.850 1.850 0.080 0.215

Less for casing pipe 0.786 0.166 0.166 0.200 0.004

Less for drain 1 0.1 0.1 0.113 0.001

S.O.R.No.5.9.1 Shuttering 3.143 1.850 0.150 0.872 M2

S.O.R. No. 13.17 12mm C.P. (1:3) & neat cement

Less for drain opening 1 0.1 0.113 0.011

Net Plaster & punning 6.121 M2 P/M2 Rs.203.60 Rs.1,246.34

4 Carriage of materials. 10% 554.33

Say Rs.6,100.00

Analysis of Drain

Providing all materials, labours & constructing drain of 1900 mm dia, 100mm wide and 143 mm (av) deep bed with 80mm wide 177mm (av) deep apron both side in (1:2:4) P.C.C. and 12 mm thick (1:3) C.P. with 1.5mm thick neat cement punning on bed, apron, step and outer surface all complete as per design, drawing & specification of (IS 15500:2004) and direction of E/I (As per design drawing steel frame in constructing platform must be use in work).

S.O.R. No. Particulars No. L W H Qty. Unit Rate Amount

1 Earth work in excavation 1 2.900 0.260 0.08 0.060 P/M3 Rs.314.90 Rs.18.99

3 C.P. (1:3) & neat cement

Net Plaster & punning 2.973 M2 P/M2 Rs.203.60 Rs.605.28

Cost of drain for 2.9M Rs.1,793.47

4 Carriage of materials. 10% Rs.179.35

So Cost of Drain per M Rs.680.28

Say Rs.680.00 per M

Executive Engineer

P.H. Division, Siwan

Name for the work :- Construction of soak pit 1.0 m diameter 2.0 m deep with dry brick honey comb shaft with bricks of class designation 100B etc for Handpump complete as per detail below

S. N. 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 6.1.14B Brick work with bricks of class designation 100 B in foundation and plinth in

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

Less for honey comb masonary

C 5.3 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 5.22 7A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8 mm to 10mm dia T.M.T. bars 8 Kg. P/Kg. Rs.92.60 Rs.741

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 ( 7 Km. Pucca & 1 Km Kaccha lead) 319 No. P/%0 Rs.1,139.38 Rs.363

(c) Coarse Sand ( 50 Km. lead) 0.40 M3 P/M3 Rs.1,232.94 Rs.493

(d) Stone Chips ( 200 Km. lead) 0.11 M3 P/M3 Rs.4,270.38 Rs.470

Cost of One No.Soak Pit Say Rs.8,200.00

Executive Engineer

P.H. Division, Siwan