CONSTRUCTION OF 40MM DIA X 26M DEEP SHALLOW WELL / SINGUR HANDPUMP WITH PLATFORM, DRAIN AND SOAKPIT IN THE DISTRICT OF ARARIA UNDER P.H. DIVISION, ARARIA FOR THE YEAR 2026-27 (Total 40 Nos.)

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

Technical Sanction

Name of Work :- Construction of (60 nos) 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 at water scarce places during due to low down of water table in Summer season in the district East Champaran under P. H. Division, Motihari for the year 2024-25

Estimated Cost- #REF! Lakhs

P.H.DIVISION, Motihari

GOVVERENTMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P. H. DIVISION, MOTIHARI

Name of Work :- Construction of (60 nos) 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 at water scarce places during due to low down of water table in Summer season in the district East Champaran under P. H. Division, Motihari for the year 2024-25

This Estimate has been framed by Executive Engineer, Public Health Division Motihari in complience of Depatrmental letter no. 6/विo1 -1122/2024-1148 dt.- 19.06.2024 for Construction of (60 nos) 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 near non functional ordinary T/Wells or near the defunct T/Wells or at other local requirements due to low down of water table in the district of East Champaran under P. H. Division, Motihari for the year 2024-25 . The Sanctioned amount of this Scheme accorded Rs.56.64 Lakhs. (copy attached )

Estimated Cost : #REF! Lakh

Time of completion : It will take 2 (Two) months to complete the work

Specification : The standard Specification of P.H.E.D & P.W.D building will be followed during the work.

Schedule of Rate : P.H.E.D & BCD SOR 2022

Executive Engineer

P. H. Division, Motihari

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P. H. DIVISION, MOTIHARI

Name of Work :- Construction of (60 nos) 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 at water scarce places during due to low down of water table in Summer season in the district East Champaran under P. H. Division, Motihari for the year 2024-25

GENERAL ABSTRACT OF COST & GROUP DETAILS

S.N. Group No. Particulars Qty Unit Rate Amount

1 1 Construction of (60 nos)125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain near non functional ordinary T/Wells or near the defunct T/Wells or at other local requirements due to low down of water table in the district of East Champaran under P. H. Division, Motihari for the year 2024-25 60 Nos. Each #REF! #REF!

2 Construction of (60 nos) 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 in the district of East Champaran under P. H. Division, Motihari for the year 2024-25. 60 Nos. Each #REF! #REF! #REF! #REF!

Executive Engineer

P.H. Division, Motihari

BOQ For NIT No-10/2024-25

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 P/M

Executive Engineer

P.H. Division, Motihari

BOQ FOR NIT No-02/2026-27

Name of Work Construction of (40 nos) 40mm dia X 26M deep Shallow Well / Singur handpump with platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Araria under P. H. Division, Araria for the year 2026-27 Cost of Work as per BOQ Rs. 1208000.00 Time of Completion (in days) 90

Sl No. 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, Araria

24500.00 Earnest money - Rs.

2 Registration Paper of appropriate class, Govt. of Bihar

4 GST registration no and copy of certificate

5 Affidavit (as per latest stamp rule after publication of this tender) regarding Debarment / Black listing and Rescind of Contract

6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.

7 Turn over last Three Years ( Performance Report of Last three Years/Details of Work Done Last three Years)

8 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.

9 Details of Skilled/Technical Staffs

10 Details of Tools and Plant ( approapriate Rig machine ownership papers/ registered deed )

11 Character Certificate

12 Email id and Moblile no for communication

BOQ for Construction of (40 nos) 40mm dia X 26M deep Shallow Well / Singur handpump with platform and drain and soak pits for drinking water problems solution due to heat wave and fall in water level in the district Araria under P. H. Division, Araria for the year 2026-27

Date of Openning of Tender :- As per NIT

Estimated Cost:- Rs.1,208,000

Earnest Money :- Rs.24,500.00

Time of Completion :- 3 MONTHS

Cost of BOQ :- 2500.00 (in Shape of Demand Draft or Electronic mode only)

Tender Processing Fee :- 1250 (As Prescribed in tender document, (Non- Refundable) and to be paid only through e-payment modes i.e. internet payment Gateway (Credit and Debit card)/ Internet Baning/NEFT or RTGS.

S. N. Particulars Type of T/W Qty. Unit Rate Amount

1 Construction for (40Nos) 40mm dia X 26M deep Shallow Well / Singur handpump with platform and drain Shallow Well / Singur handpump 40 EACH Rs.21,956.00 Rs.878,240.00

2 Construction of soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B etc. for Handpum Soak Pit 40 EACH Rs.8,279.00 Rs.331,160.00

GRAND TOTAL IN WORDS Rs.1,209,400.00

PERMISSIBLE LIMIT

1 Estimated cost :- Rs.1,208,000.00 (A)

2 Permissible limit :-

3 Name of the Contractor :-

4 Address of the Contractor and Contact No. :-

5 I/we offer in Figures…………………………... in words……………………………………………… % (Percentage) High / Less/ Estimated rate are mentioned in the Bill of quantity. IN FIG.

EXECUTIVE ENGINEER P.H. DIVISION Araria

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

Technical Sanction

Name of Work :- Construction of (60 nos) 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 at water scarce places during due to low down of water table in Summer season in the district East Champaran under P. H. Division, Motihari for the year 2024-25

Estimated Cost- #REF! Lakhs

P.H.DIVISION, Motihari

GOVVERENTMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P. H. DIVISION, MOTIHARI

Name of Work :- Construction of (60 nos) 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 at water scarce places during due to low down of water table in Summer season in the district East Champaran under P. H. Division, Motihari for the year 2024-25

This Estimate has been framed by Executive Engineer, Public Health Division Motihari in complience of Depatrmental letter no. 6/विo1 -1122/2024-1148 dt.- 19.06.2024 for Construction of (60 nos) 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 near non functional ordinary T/Wells or near the defunct T/Wells or at other local requirements due to low down of water table in the district of East Champaran under P. H. Division, Motihari for the year 2024-25 . The Sanctioned amount of this Scheme accorded Rs.56.64 Lakhs. (copy attached )

Estimated Cost : #REF! Lakh

Time of completion : It will take 2 (Two) months to complete the work

Specification : The standard Specification of P.H.E.D & P.W.D building will be followed during the work.

Schedule of Rate : P.H.E.D & BCD SOR 2022

Executive Engineer

P. H. Division, Motihari

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P. H. DIVISION, MOTIHARI

Name of Work :- Construction of (60 nos) 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 at water scarce places during due to low down of water table in Summer season in the district East Champaran under P. H. Division, Motihari for the year 2024-25

GENERAL ABSTRACT OF COST & GROUP DETAILS

S.N. Group No. Particulars Qty Unit Rate Amount

1 1 Construction of (60 nos)125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain near non functional ordinary T/Wells or near the defunct T/Wells or at other local requirements due to low down of water table in the district of East Champaran under P. H. Division, Motihari for the year 2024-25 60 Nos. Each #REF! #REF!

2 Construction of (60 nos) 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 in the district of East Champaran under P. H. Division, Motihari for the year 2024-25. 60 Nos. Each #REF! #REF! #REF! #REF!

Executive Engineer

P.H. Division, Motihari

GOVERNMENT OF BIHAR PUBLIC HEALTH ENGINEERING DEPARTMENT P.H.DIVISION, Araria

ABSTRACT OF COST

NAME OF WORK:- CONSTRUCTION OF 40MM DIA X 26M DEEP SHALLOW WELL / SINGUR HANDPUMP WITH PLATFORM, DRAIN AND SOAKPIT IN THE DISTRICT OF Araria FOR THE YEAR 2026-27

SL. NO. PARTICULARS QTY. RATE AMOUNT

1 Construction for 40mm dia X 26M deep Shallow Well / Singur handpump with platform and drain. (As per SUB-ESTIMATE -1) 1 ₹ 21,956.58 ₹ 21,956.58

2 Construction of soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B etc. complete as per detail below. (As per SUB-ESTIMATE -2) 1 ₹ 8,279.44 ₹ 8,279.44

(FOR 1 NO. HANDPUMP with SOAKPIT) SAY = ₹ 30,200.00

(FOR 40 NOs. HANDPUMP with SOAKPIT) SAY = ₹ 1,208,000.00

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER P.H.DIVISION, Araria

Name of work: - Construction for 40mm dia X 26M deep Shallow Well / Singur handpump with platform and drain.

SL. NO. PARTICULARS QTY. RATE UNIT AMOUNT

(A) COST OF MATERIALS

1 Cost of 40mm dia X 2.0M long UPVC ribbed screen of approved quality (ISI marked) 2 Nos. ₹ 310.25 Each ₹ 620.50

2 Cost of 40mm dia G.I. Pipe confirming to IS-1239 (Part-1) 1979 with latest revision. 6 M ₹ 290.00 P/M ₹ 1,740.00

3 Cost of 40mm dia UPVC blue casing pipe of approved quality 16 M ₹ 85.60 P/M ₹ 1,369.60

4 Cost of shallow well / Singur hand pump (ISI Marked) 1 Nos. ₹ 3,000.00 Each ₹ 3,000.00

Sub-Total - A = ₹ 7,739.62

(B) COST OF LABOUR

5 Providing all labour materials and constructing 1.20M X 1.2M PCC platform havinf thickness 150mm over 80mm thick sand filling all complete job as per specification and direction of E/I. (Annexure-II) 1 Nos. ₹ 4,402.00 Each ₹ 4,402.00

6 Providing 150mm wide brick draing in CM(1:6) with av. 150 mm clear depth and 125 apron concrete (1:4:8) over one brick designation 100A flat soling in proper grade & slope at rh base the drain duly plastered in CM(1:3) with punning over exposed surface all complete as per building specification and direction of E/I. (Annexure-I) 1.5 M ₹ 792.00 P/M ₹ 1,188.00

7 Developing and testing of tube-well till discharge is free from sand. 1 Nos. ₹ 702.00 Each ₹ 702.00

8 Transportation cost of boring pipes and tube-well materials and platform from store to proposed sites and carrying back the surplus materials if any running cost of vehicles of inspection of tube-wells. 1 Nos. ₹ 363.10 Each ₹ 363.10

Add GST 18% instead of 12% (Multiplying Factor - 0.0536) = ₹ 356.71

Sub-Total - B = ₹ 7,011.81

(C) CONSTRUCTION OF PCC PLATFORM

9 Providing all labours tools and plants and doing boring by jet or dhenki process including reaming the bore with 40X50 mm reducer for lowering partly 40mm dia GI pipe 6.0M and remaining UPVC Pipes and strainer with shoe plug , all complete as per specification and direction of E/I. 26 M ₹ 254.00 P/M ₹ 6,604.00

10 Providing all tools and labours and fixing hand pump etc all complete including replacing leather flap valves and buckets, nuts and direction of E/I. 1 Nos. ₹ 234.60 Each ₹ 234.60

Add GST 18% instead of 12% (Multiplying Factor - 0.0536) = ₹ 366.55

Sub-Total - C = ₹ 7,205.15

Grand Total (A+B+C) = ₹ 21,956.58

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER P.H.DIVISION, Araria

SUB-ESTIMATE - 2

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

1 PARTICULARS QTY. RATE UNIT AMOUNT

A 2.8.1 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 100B in foundation and plinth in

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

Less for honey comb masonary

C 5.2.3 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 5.22.1E Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8 mm to 10mm dia T.M.T. bars 9 Kg. ₹ 94.50 P/Kg. ₹ 850.50

E 0362 providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

G Carriage of materials.

Add GST 18% instead of 12% (Multiplying Factor - 0.0536) = ₹ 421.20

GRAND TOTAL = ₹ 8,279.44

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER P.H.DIVISION, Araria

BOQ For NIT No-10/2024-25

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 P/M

Executive Engineer

P.H. Division, Motihari