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| # | Company | Amount |
|---|---|---|
| 1 | ₹23.0 Cr |
Tender Value
₹46.6 L
EMD Value
₹93,500
Closing Date
18 Mar 2026, 4:30 pmClosed
Anand kumar chandan
EE
Belisray Pani Tanki Compus
SUPERINTENDING ENGINEER, MOTIHARI
SUPERINTENDING ENGINEER (SE)
Construction of (50 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 for drinking water problems solution due to heat wave and fall in water level in the district East Champaran under P. H. Division, Motihari for the year 2025-26
127439
NIT-10 OF 25-26 Hand Pump (Nos.-50)
Short Tender
CIVIL
Purbi Champaran
• Character certificate
• PAN CARD
• ADHAR NUMBER
• GST Registration no.
• CONTRACTOR REGISTRATION NO.
CIVIL
PERCENTAGE
L1
1
9 documents required · 9 mandatory
₹5,000
Processing Fee: 590
₹93,500
P.H DIVISION MOTIHARI
24 Apr 2026
14 Mar 2026
18 Mar 2026
14 Mar 2026
18 Mar 2026
14 Mar 2026
16 Mar 2026
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-10/2025-26
Name of Work Construction of (50 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 for drinking water problems solution due to heat wave and fall in water level in the district East Champaran under P. H. Division, Motihari for the year 2025-26 Cost of Work as per BOQ Rs. 4664200.00 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, Motiahri.
93500.00 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 (50 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 for drinking water problems solution due to heat wave and fall in water level in the district East Champaran under P. H. Division, Motihari for the year 2025-26
Date of Openning of Tender :- As per NIT
Estimated Cost:- Rs.4,664,200
Earnest Money :- Rs.93,500.00
Time of Completion :- 3 MONTHS
Cost of BOQ :- 5000.00 (in Shape of Demand Draft or Electronic mode only)
Tender Processing Fee :- 500+ GST (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 of (50 nos)125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain IM-II 50 EACH Rs.85,041.00 Rs.4,252,050.00
2 Construction of (50 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 Handpum Soak Pit 50 EACH Rs.8,242.00 Rs.412,100.00
GRAND TOTAL IN WORDS Rs.4,664,150.00
PERMISSIBLE LIMIT
1 Estimated cost :- Rs.4,664,150.00 (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 MOTIHARI
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
BOQ For NIT No-10/2025-26
GOVERNMENT OF BIHAR
PUBLIC HEALTH ENGINEERING DEPARTMENT
P. H. DIVISION, MOTIHARI
Name of Work :- Construction of (50 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 for drinking water problems solution due to heat wave and fall in water level in the district East Champaran under P. H. Division, Motihari for the year 2025-26
GENERAL ABSTRACT OF COST
S.N. Particulars Qty Unit Rate Amount
1 Construction of (50 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 for drought prone areas in the district of East Champaran under P. H. Division, Motihari for the year 2025-26 (as per Sub Estimate no.-01) 50 Nos. Each Rs.85,041.00 Rs.4,252,050.00
2 Construction of (50 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 2025-26. (as per Sub Estimate no. -02) 50 Nos. Each Rs.8,242.00 Rs.412,100.00 46641.5 Rs.4,617,508.50
Total Rs.4,664,150.00
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
SUB-ESTIMATE NO. - 01
Name of Work :- Construction of (50 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 for drinking water problems solution due to heat wave and fall in water level in the district East Champaran under P. H. Division, Motihari 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
Executive Engineer
P.H. Division, Motihari
SUB-ESTIMATE NO-02
Name for the work :- Construction of soak pit of 1.0 m diameter & 2.0 m deep with dry brick honey comb shaft with bricks of class designation 100B etc near Handpump etc.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.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 ( 7 Km. Pucca & 1 Km Kaccha lead) 319 No. P/%0 Rs.1,139.38 Rs.363.13
(c) Coarse Sand ( 50 Km. lead) 0.27 M3 P/M3 Rs.1,232.94 Rs.332.89
(d) Stone Chips ( 200 Km. lead) 0.11 M3 P/M3 Rs.3,736.00 Rs.410.96
Add 5.36% difference in GST 419.32
Cost of One No.Soak Pit 8,242.00
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
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