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| # | Company | Amount |
|---|---|---|
| 1 | ₹18.5 L |
Tender Value
₹23.1 L
EMD Value
₹47,500
Closing Date
9 Jul 2026, 5:00 pmClosed
Mr Avi Ranjan
Executive Engineer
Arwal phed
MANISH ANAND
SE ARA
Construction of 25 Nos 125mm X 40mm X 61 meter deep hand operated T/well and with 1.85 Mtr. dia. circular P.C.C. Platform and 3.00 mtr P.C.C drain and Construction of soak pit 1.0 m diameter 2.0 m deep Under P.H.Division, Arwal for the year 2025-26.
135229
NIT-6R2/PHED/ARWAL/2025-26.
Short Tender
CIVIL
Arwal
• PLACE OF REGISTRATION
• PAN NO
• GST NO
• CHARACTER CERTIFICATE
CIVIL
PERCENTAGE
L1
1
6 documents required · 6 mandatory
₹5,000
Processing Fee: 1180
₹47,500
31 Aug 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
9 Jul 2026
3 Jul 2026
FINANCIAL BID (NIT-6R2/PHED/ARWAL/2025-26)
NAME OF WORK- Construction of 25 Nos 125mm X 40mm X 61 meter deep hand operated T/well with 1.85 Mtr. dia. circular P.C.C. Platform and 3.00 mtr P.C.C drain and Construction of soak pit 1.0 m diameter 2.0 m deep Under P.H.Division, Arwal for the year 2025-26.
Date of Tender :- 09.03.2026
Estimated Cost :- Rs.2,308,000.00
Earnest Money :- Rs.47,500.00
Time of Completion :- 120 days
Cost of BOQ :- Rs.5,000.00
SI NO. PARTICULARS QUANTITY UNIT RATE AMOUNT
1 Construction of 125mm x 40mm x 61m deep T/well with India Mark-II hand pump with Platform , Drain etc. all complete. 25 Nos. 83,920.00 2098000.00
2 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 25 Nos. Rs. 8404.00 210100.00
Total Rs. 2308000.00
1 Estimated cost Rs. 2308000.00 (A)
2 Cost of Govt. Material :- NIL NIL (B)
3 Name of the Contractor :-
4 Address of the Contractor :-
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, Arwal
TECHNICAL BID (NIT-6R2/PHED/ARWAL/2025-26)
Name of Work Construction of 25 Nos 125mm X 40mm X 61 meter deep hand operated T/well and with 1.85 Mtr. dia. circular P.C.C. Platform and 3.00 mtr P.C.C drain and Construction of soak pit 1.0 m diameter 2.0 m deep Under P.H.Division, Arwal for the year 2025-26. Cost of Work as per BOQ Time of Completion (in days) 04 Month (120DAYS)
SI 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, Arwal
Bid Security Amount - Bid Security Amount - Rs.
2 Registration No.
4 Latest VAT/GST registration in the State of Bihar
5 Affidavit on stamp paper of Rs. 115/- for declaration regarding black listing, Debar & Rescind.
7 E-Mail Address
Executive Engineer, P.H.Division, Arwal
GOVERNMENT OF BIHAR
PUBLIC HEALTH ENGINEERING DEPARTMENT
TECHNICAL SANCTION
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
ESTIMATED COST - Rs. 23.08 Lakh
EXECUTIVE ENGINEER
PUBLIC HEALTH DIVISION, ARWAL
Government of Bihar
Public Health Engineering Department
Public Health Division, Arwal
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
This estimate has been prepared for Technical sanction of construction of 25 No of T/well with IM-II handpump under P.H. Division, Arwal in Arwal district. Administrative approval Accorded for Rs-23.60 Lacs vide departmental letter No-6/वि01-1042/2025-288 dated-25.02.2026.
Provisions made in the estimate are as follows: -
· Construction of 25 No of IM-II handpump
· Construction of 1.85 Mtr circular platform with footrest
· Construction of 1.0 m dia x 2.0 m deep soakpit
ESTIMATED PROJECT COST
The estimated cost of the project is Rs 23.08 Lakh
All relevant standard specification of PHED of Govt. of Bihar will be followed during the execution of the work. Schedule of Rates effective from 01.01.2022 of Building Department have been considered before arriving at the estimated cost.
Executive Engineer
P.H. Division, Arwal
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
Abstract of Cost
Summary of Estimated Cost
Sl. No. Particulars Estimated Amount (Rs.)
1 Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain (As per Sub estimate-01) 2098000.00
2 Construction of 25 No of soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B for well (As per Sub estimate-02) 210100.00 279.1175
Round off in lacs : Rs. 23.08
JE Assistant Engineer, P.H.Sub Division, …...... Executive Engineer P.H.Division, ARWAL
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
(Materials should confirm to following B.I.S Specifications with latest amendments. Rates are inclusive of (Contractor's Profit & Overheads-15%), Octrai, Royalty, All Taxes, cess etc and for anywhere in State of Bihar.
S. No. 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.11,500.00 Rs.11,500.00
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 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.40,451.75
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.83,938.96
Cost of One No. I.M. II T/well Say Rs.83,938.96
Cost of 25 No. I.M. II T/well Rs.2,098,473.88
Say Rs Rs.2,098,000.00
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
Construction of 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
Cost of 01 No. Soakpit Rs.8,402.79
Cost of 25 No. Soakpit Say Rs.210,100.00
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
Rate Analysis of 1.85 m dia circular platform for IM II Handpump
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
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
Rate Analysis of drain for IM II Handpump
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
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
TECHNICAL BID (NIT-6R2/PHED/ARWAL/2025-26)
Name of Work Construction of 25 Nos 125mm X 40mm X 61 meter deep hand operated T/well and with 1.85 Mtr. dia. circular P.C.C. Platform and 3.00 mtr P.C.C drain and Construction of soak pit 1.0 m diameter 2.0 m deep Under P.H.Division, Arwal for the year 2025-26. Cost of Work as per BOQ Time of Completion (in days) 04 Month (120DAYS)
SI 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, Arwal
Bid Security Amount - Bid Security Amount - Rs.
2 Registration No.
4 Latest VAT/GST registration in the State of Bihar
5 Affidavit on stamp paper of Rs. 115/- for declaration regarding black listing, Debar & Rescind.
7 E-Mail Address
Executive Engineer, P.H.Division, Arwal
FINANCIAL BID (NIT-6R2/PHED/ARWAL/2025-26)
NAME OF WORK- Construction of 25 Nos 125mm X 40mm X 61 meter deep hand operated T/well with 1.85 Mtr. dia. circular P.C.C. Platform and 3.00 mtr P.C.C drain and Construction of soak pit 1.0 m diameter 2.0 m deep Under P.H.Division, Arwal for the year 2025-26.
Date of Tender :- 09.03.2026
Estimated Cost :- Rs.2,308,000.00
Earnest Money :- Rs.47,500.00
Time of Completion :- 120 days
Cost of BOQ :- Rs.5,000.00
SI NO. PARTICULARS QUANTITY UNIT RATE AMOUNT
1 Construction of 125mm x 40mm x 61m deep T/well with India Mark-II hand pump with Platform , Drain etc. all complete. 25 Nos. 83,920.00 2098000.00
2 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 25 Nos. Rs. 8404.00 210100.00
Total Rs. 2308000.00
1 Estimated cost Rs. 2308000.00 (A)
2 Cost of Govt. Material :- NIL NIL (B)
3 Name of the Contractor :-
4 Address of the Contractor :-
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, Arwal
GOVERNMENT OF BIHAR
PUBLIC HEALTH ENGINEERING DEPARTMENT
TECHNICAL SANCTION
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
ESTIMATED COST - Rs. 23.08 Lakh
EXECUTIVE ENGINEER
PUBLIC HEALTH DIVISION, ARWAL
Government of Bihar
Public Health Engineering Department
Public Health Division, Arwal
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
This estimate has been prepared for Technical sanction of construction of 25 No of T/well with IM-II handpump under P.H. Division, Arwal in Arwal district. Administrative approval Accorded for Rs-23.60 Lacs vide departmental letter No-6/वि01-1042/2025-288 dated-25.02.2026.
Provisions made in the estimate are as follows: -
· Construction of 25 No of IM-II handpump
· Construction of 1.85 Mtr circular platform with footrest
· Construction of 1.0 m dia x 2.0 m deep soakpit
ESTIMATED PROJECT COST
The estimated cost of the project is Rs 23.08 Lakh
All relevant standard specification of PHED of Govt. of Bihar will be followed during the execution of the work. Schedule of Rates effective from 01.01.2022 of Building Department have been considered before arriving at the estimated cost.
Executive Engineer
P.H. Division, Arwal
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
Abstract of Cost
Summary of Estimated Cost
Sl. No. Particulars Estimated Amount (Rs.)
1 Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain (As per Sub estimate-01) 2098000.00
2 Construction of 25 No of soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B for well (As per Sub estimate-02) 210100.00 279.1175
Round off in lacs : Rs. 23.08
JE Assistant Engineer, P.H.Sub Division, …...... Executive Engineer P.H.Division, ARWAL
Name of Work: Construction of 25 No of 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain
(Materials should confirm to following B.I.S Specifications with latest amendments. Rates are inclusive of (Contractor's Profit & Overheads-15%), Octrai, Royalty, All Taxes, cess etc and for anywhere in State of Bihar.
S. No. 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.11,500.00 Rs.11,500.00
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 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.40,451.75
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.83,938.96
Cost of One No. I.M. II T/well Say Rs.83,938.96
Cost of 25 No. I.M. II T/well Rs.2,098,473.88
Say Rs Rs.2,098,000.00
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
Construction of 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
Cost of 01 No. Soakpit Rs.8,402.79
Cost of 25 No. Soakpit Say Rs.210,100.00
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
Rate Analysis of 1.85 m dia circular platform for IM II Handpump
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
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
Rate Analysis of drain for IM II Handpump
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
JE Assistant Engineer P.H.Sub Division, …...... Executive Engineer P.H. Division, ARWAL
FINANCIAL BID (NIT-6R2/PHED/ARWAL/2025-26)
NAME OF WORK- Construction of 25 Nos 125mm X 40mm X 61 meter deep hand operated T/well with 1.85 Mtr. dia. circular P.C.C. Platform and 3.00 mtr P.C.C drain and Construction of soak pit 1.0 m diameter 2.0 m deep Under P.H.Division, Arwal for the year 2025-26.
Date of Tender :- 09.03.2026
Estimated Cost :- Rs.2,308,000.00
Earnest Money :- Rs.47,500.00
Time of Completion :- 120 days
Cost of BOQ :- Rs.5,000.00
SI NO. PARTICULARS QUANTITY UNIT RATE AMOUNT
1 Construction of 125mm x 40mm x 61m deep T/well with India Mark-II hand pump with Platform , Drain etc. all complete. 25 Nos. 83,920.00 2098000.00
2 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 25 Nos. Rs. 8404.00 210100.00
Total Rs. 2308000.00
1 Estimated cost Rs. 2308000.00 (A)
2 Cost of Govt. Material :- NIL NIL (B)
3 Name of the Contractor :-
4 Address of the Contractor :-
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, Arwal
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Purchase Order
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