Construction of 10 nos. 125mm dia X 45 mtr deep Gravel packed T/well And 15 Nos. 125mm/115mm X 61 mtr deep Drilled Tube well with installation of IM- II hand pump and 1.85 mtr. dia PCC circular platform , drain as per UNICEF design & drawing under assured Drought affected area (Year 2026-27) in Banka District.

ESTIMATE-1 (For Alluvial Soil)

Estimate for Construction of 40 mm dia x 46 M deep (Av.) Tube Well with Shallow Well Hand Pump (Singur Pump) confirming to IS 8035 : 1999 with G.I pipe including platform and drain.

Sl. No Particulars Quantity Rate (in Rs.) Unit Amount (in Rs)

A. Cost of Materials

1 Shallow well hand pump confirming to IS: 8035 - 1999 with latest amendments. 1 No 3429.00 Each 3,429.00

2 40 mm dia light quality, galvanized mild steel pipes conforming to relevant ISS 42 M 262.00 Per M 11,004.00

3 40 mm x 2.00m long P.V.C ribbed Strainer of approved quality with shoe plug conforming to relevant ISS 2 No 246.00 Each 492.00

4 Providing P.C.C (1:2:4 )Platform (as per IS 8035 : 1999) 1200 mm x 1200 mm size, 150mm thick (average) with 80mm wide & 100mm high stripe all around over 100 mm thick local sand filling including 600 mm dia 160 mm high half round concrete block over half round 1200 m dia and 160 mm high foot rest including cement plaster in C.M (1:4) with 1.5 mm thick neat cement punning etc. all complete. 1 Item 3710.00 Each 3,710.00

5 Providing PCC drain 100mmX100mm size by laying of 260 mm wide and 100 mm deep P.C.C. (1:2:4) bed over 100 mm thick local sand filling and 80 mm wide and 100 mm deep P.C. C (1:2:4) side including 12 mm cement plaster in CM (1:4) with 1.5 mm thick net cement punning etc. all complete. 3 M 671.00 Per M 2,013.00

Sub Total-A 20,648.00

1 Providing all tools and doing boring suitable for lowering 40 mm dia pipe by jet or Dhekhi process and lowering 40 mm dia G.I. Pipes and strainer with shoe plug all complete (in soil item ‘A’)

a. 0 to 30.5 Mtr deep below G.L 30.5 M 131.80 Per M 4,019.90

b. 30.5 mtr to 61 mtr deep below G.L 30.5 M 151.50 Per M 4,620.75

2 Providing all tools and labour and fixing hand pump etc. all complete including leather flap valve and bucket nuts and bolts if necessary 1 Item 65.10 Each 65.10

3 Developing and testing of tube wells till the discharge is free from sand. 1 Item 601.80 Each 601.80

4 Carriage by bullock cart including loading, unloading of one set of T/Well materials to work site including bamboo, rope, T & P etc. including returning back surplus materials from worksite to store as per direction of E/I Average lead has been considered for payment 25 km.

Approx. weight of one set 0.50 MT for 25 km av. Lead 0.50 M.T 23.25 Per M.T/ KM 290.63

Sub Total-B Rs 9,598.17

Total (A+B) Rs 30,246.18

Add 1% contingency 302.46

GRAND TOTAL 30,548.64

Cost of One No.T/well Say Rs.30,550.00

ESTIMATE-1 (For Alluvial Soil)

Estimate for Construction of 40 mm dia x 61 M deep (Av.) Tube Well with Shallow Well Hand Pump (Singur Pump) confirming to IS 8035 : 1999 with G.I pipe including platform and drain.

Sl. No Particulars Quantity Rate (in Rs.) Unit Amount (in Rs)

A. Cost of Materials

1 Shallow well hand pump confirming to IS: 8035 - 1999 with latest amendments. 1 No 3429.00 Each 3,429.00

2 40 mm dia light quality, galvanized mild steel pipes conforming to relevant ISS 57 M 262.00 Per M 14,934.00 228.93

3 40 mm x 2.00m long P.V.C ribbed Strainer of approved quality with shoe plug conforming to relevant ISS 2 No 246.00 Each 492.00 265.5588

4 Providing P.C.C (1:2:4 )Platform (as per IS 8035 : 1999) 1200 mm x 1200 mm size, 150mm thick (average) with 80mm wide & 100mm high stripe all around over 100 mm thick local sand filling including 600 mm dia 160 mm high half round concrete block over half round 1200 m dia and 160 mm high foot rest including cement plaster in C.M (1:4) with 1.5 mm thick neat cement punning etc. all complete. 1 Item 3710.00 Each 3,710.00

5 Providing PCC drain 100mmX100mm size by laying of 260 mm wide and 100 mm deep P.C.C. (1:2:4) bed over 100 mm thick local sand filling and 80 mm wide and 100 mm deep P.C. C (1:2:4) side including 12 mm cement plaster in CM (1:4) with 1.5 mm thick net cement punning etc. all complete. 3 M 671.00 Per M 2,013.00

Sub Total-A 24,578.00

1 Providing all tools and doing boring suitable for lowering 40 mm dia pipe by jet or Dhekhi process and lowering 40 mm dia G.I. Pipes and strainer with shoe plug all complete (in soil item ‘A’)

a. 0 to 30.5 Mtr deep below G.L 30.5 M 131.80 Per M 4,019.90

b. 30.5 mtr to 61 mtr deep below G.L 30.5 M 151.50 Per M 4,620.75

2 Providing all tools and labour and fixing hand pump etc. all complete including leather flap valve and bucket nuts and bolts if necessary 1 Item 65.10 Each 65.10

3 Developing and testing of tube wells till the discharge is free from sand. 1 Item 601.80 Each 601.80

4 Carriage by bullock cart including loading, unloading of one set of T/Well materials to work site including bamboo, rope, T & P etc. including returning back surplus materials from worksite to store as per direction of E/I Average lead has been considered for payment 25 km.

Approx. weight of one set 0.50 MT for 25 km av. Lead 0.50 M.T 23.25 Per M.T/ KM 290.63

Sub Total-B Rs 9,598.17

Total (A+B) Rs 34,176.18

Add 1% contingency 341.76

GRAND TOTAL 34,517.94

Cost of One No.T/well Say Rs.34,520.00

ESTIMATE-3A (Classification of soil item 'A')

Construction of new 125mm X 40mm dia X 46 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain f

(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. 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.9,192.00 Rs.9,192.00

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 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 15 M Each Rs.80.00 Rs.1,200.00

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.5,950.00 Rs.5,950.00

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.671.00 Rs.2,013.00

TOTAL 'A'--- Rs.36,358.75

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 27.0 M P/M Rs.324.00 Rs.8,748.00

(b) For 40 mm dia UPVC Pipe 3.5 M P/M Rs.193.40 Rs.676.90

(a) For 40 mm dia UPVC Pipe 15.5 M P/M Rs.222.41 Rs.3,447.36

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.218.50 Rs.218.50

(c) Fixing I.M. II pump. 1 No. Each Rs.156.70 Rs.156.70

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 Rs.122.00 Rs.122.00

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each Rs.601.80 Rs.601.80

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each Rs.290.63 Rs.290.63

TOTAL 'B'--- Rs.14,744.77

TOTAL 'A' + 'B' = Rs.51,103.52

Add 1% contingency 511.04

GRAND TOTAL 51,614.55

Cost of One No. I.M. II T/well Say Rs.51,610.00

ESTIMATE-3 (Classification of soil item 'A')

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

(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. 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.9,192.00 Rs.9,192.00

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 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.5,950.00 Rs.5,950.00

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.671.00 Rs.2,013.00

TOTAL 'A'--- Rs.37,558.75

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 27.0 M P/M Rs.324.00 Rs.8,748.00

(b) For 40 mm dia UPVC Pipe 3.5 M P/M Rs.193.40 Rs.676.90

(a) For 40 mm dia UPVC Pipe 30.5 M P/M Rs.222.41 Rs.6,783.51

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.218.50 Rs.218.50

(c) Fixing I.M. II pump. 1 No. Each Rs.156.70 Rs.156.70

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 Rs.122.00 Rs.122.00

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each Rs.601.80 Rs.601.80

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each Rs.290.63 Rs.290.63

TOTAL 'B'--- Rs.18,080.92

TOTAL 'A' + 'B' = Rs.55,639.67

Add 1% contingency 556.40

GRAND TOTAL 56,196.06

Cost of One No. I.M. II T/well Say Rs.56,200.00

ESTIMATE-4A (Classification of soil item 'B')

Construction of new 125mm X 40mm dia X 46 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. 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.9,192.00 Rs.9,192.00

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 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 15 M Each Rs.80.00 Rs.1,200.00

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.5,950.00 Rs.5,950.00

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.671.00 Rs.2,013.00

TOTAL 'A'--- Rs.36,358.75

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.449.50 Rs.12,136.50

(b) For 40 mm dia UPVC Pipe 3.5 M P/M Rs.256.10 Rs.896.35

(a) For 40 mm dia UPVC Pipe 15.5 M P/M Rs.294.52 Rs.4,564.98

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.218.50 Rs.218.50

(c) Fixing I.M. II pump. 1 No. Each Rs.156.70 Rs.156.70

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 Rs.122.00 Rs.122.00

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each Rs.601.80 Rs.601.80

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each Rs.290.63 Rs.290.63

TOTAL 'B'--- Rs.19,470.34

TOTAL 'A' + 'B' = Rs.55,829.09

Add 1% contingency 558.29

GRAND TOTAL 56,387.38

Cost of One No. I.M. II T/well Say Rs.56,390.00

ESTIMATE-4B (Classification of soil item 'B')

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

(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. 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.9,192.00 Rs.9,192.00

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 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.5,950.00 Rs.5,950.00

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.671.00 Rs.2,013.00

TOTAL 'A'--- Rs.37,558.75

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.449.50 Rs.12,136.50

(b) For 40 mm dia UPVC Pipe 3.5 M P/M Rs.256.10 Rs.896.35

(a) For 40 mm dia UPVC Pipe 30.5 M P/M Rs.294.52 Rs.8,982.71

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.218.50 Rs.218.50

(c) Fixing I.M. II pump. 1 No. Each Rs.156.70 Rs.156.70

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 Rs.122.00 Rs.122.00

4 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each Rs.601.80 Rs.601.80

5 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each Rs.290.63 Rs.290.63

TOTAL 'B'--- Rs.23,888.07

TOTAL 'A' + 'B' = Rs.61,446.82

Add 1% contingency 614.47

GRAND TOTAL 62,061.29

Cost of One No. I.M. II T/well Say Rs.62,060.00

GOVERNMENT OF BIHAR

PUBLIC HEALTH DIVISION, BANKA

Name of Work : #REF!

This report has been framed by the Executive Engineer, P.H.Division Banka for Construction of IM II T/Well to meet the requirement of drinking water during Summer 2025. As per direction given by HQ vide letter no :- 6fo01&1018@2024&449, dated :- 04/03/2025 .

In this estimate provision has been made for Construction of 45 nos IM: II T/Well DT and 25 nos IM II G.P.T. T/Well with circular plate form and drain during summer 2025 as per direction of HQ.

Estimated Cost: The estimated cost comes to Rs #REF!

Rs. Seventy Two Lac Seventy One Thousand only

Specification During the execution of work the standard specification of P.H.E.D and BCD will be followed.

Time :- It will take 04 Months to complete the work .

Fund :- Awaited

Executive Engineer,

P.H. Division Banka

Construction of 10 nos. 125mm dia X 45 mtr deep Gravel packed T/well And 15 Nos. 125mm/115mm X 61 mtr deep Drilled Tube well with installation of IM- II hand pump and 1.85 mtr. dia PCC circular platform , drain as per UNICEF design & drawing under assured Drought affected area (Year 2026-27) in Banka District.

Date of Tender:- 28.07.2026

Estimated Cost:- Rs.2,638,500.00

Earnest Money:- Rs.52,800.00

(In specified shape only)

Time of Completion :- 02 MONTHS

Cost of BOQ :- Departmental Cost- Rs.5000=00 (To be paid in On line)

S. N. Particulars Qty. Rate Total Amount

1 (a) Construction of 125mm dia X 45 mtr deep Gravel packed T/well 10 25 86648.88 866488.80 2638538.80

2 (b) Construction of 125mm/115mm X 61 mtr deep Drilled T/well 15 104470.00 1567050.00

3 onstruction 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 25 8200.00 205000.0

Total Rs.- 2638538.80

Permissible limit.

1 Estimated cost :- Rs.2,638,500.00

2 Cost of Govt. Material :- NIL

3 Rate quoted more than below estimated cost.

4 Name of the Contractor :-

5 Address of the Contractor :-

6 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,Barahat

GOVERNMENT OF BIHAR

Public Heath Engineering Department

P.H. Division, Banka

DETAIL OF GROUP

SL.NO Item of work Nos. of T/W Total Nos. of T/Wells (Group wise) Rate per Unit Ammount Total Amount (Group wise) 24.5

1 (a) Construction of 125mm dia X 45 mtr deep Gravel packed T/well (Sub Estimate-01) 12 35 #REF! #REF! #REF!

(b) Construction of 125mm/115mm X 61 mtr deep Drilled T/well (Sub Estimate-02) 23 #REF! #REF!

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 (Sub Estimate-03) 35 #REF! #REF!

2 (a) Construction of 125mm dia X 45 mtr deep Gravel packed T/well (Sub Estimate-01) 13 35 #REF! #REF! #REF! 12 #REF! #REF!

(b) Construction of 125mm/115mm X 61 mtr deep Drilled T/well (Sub Estimate-02) 22 #REF! #REF! 23 #REF! #REF!

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 (Sub Estimate-03) 35 #REF! #REF! 35 #REF! #REF!

Asstt. Engineer Executive Engineer

P.H. Sub division,Banka P.H. Div. Banka

GOVERNMENT OF BIHAR

Public Heath Engineering Department

P.H. Division, Banka

ABSTRACT OF COST(For Construction Of T/W In Urban Area.)

Estimate for the work:- Construction of 89 nos. 125mm dia X 45 mtr deep Gravel packed T/well, 05 nos 125mm X 40mm dia X 61 mtr deep Hand operated Tube well & 05 nos. 125mm/115mm X 60 mtr deep Drilled Tube well with installation of IM- II hand pump and 1.85 mtr. dia PCC circular platform , drain as per UNICEF design & drawing including operation & maintenance for 5 years under Chief Minister Hand Pump Scheme under Nagar Parishad &Nagar Panchyat area of Nawada District under State Plan at P.H. Division, Nawada for the Year 2015-16

Sl Item of work Rate Amount

1 Construction of . 125mm X45 mtr deep gravel packed T/well.(As per Sub Estimate No-2) #REF! #REF!

2 Construction of 125mm X 40mm dia X 61 mtr deep hand operated T/wells.(As per Sub Estimate No-4) #REF! #REF!

3 Construction of 125mm/115mm X 60mtr deep Drilled T/well..(As per Sub Estimate No-6) #REF! #REF!

Total:- ` #REF!

Add 1% contigency :- ` #REF!

Grand Total:- ` #REF!

Asstt. Engineer

P.H. Sub division,Nawada

GOVERNMENT OF BIHAR

Public Heath Engineering Department

P.H. Division, Banka

GENERAL ABSTRACT OF COST

Estimate for the work:- Construction of 646 nos. 125mm dia X 42 mtr deep Gravel packed T/well, 139 nos 125mm X 40mm dia X 46 mtr deep Hand operated Tube well & 150 nos. 125mm/115mm X 50 mtr deep Drilled Tube well in Rural area & Construction of 89 nos. 125mm dia X 45 mtr deep Gravel packed T/well, 5 nos 125mm X 40mm dia X 61 mtr deep Hand operated Tube well & 05 nos. 125mm/115mm X 60 mtr deep Drilled Tube well with installation of IM- II hand pump and 1.85 mtr. dia PCC circular platform , drain as per UNICEF design & drawing including operation & maintenance for 5 years under Chief Minister Hand Pump Scheme under State Plan in different Panchyat and ward of Urban area in Nawada District at P.H. Division, Nawada for the Year 2015-16

Sl Item of work Rate Amount

1 Construction of 646 nos. 125mm dia X 42 mtr deep Gravel packed T/well, 139 nos 125mm X 40mm dia X 46 mtr deep Hand operated Tube well & 150 nos. 125mm/115mm X 50 mtr deep Drilled Tube well in village area with installation of IM- II hand pump and 1.85 mtr. dia PCC circular platform , drain as per UNICEF design & drawing including operation & maintenance for 5 years under Chief Minister Hand Pump Scheme under State Plan in different of Panchyat of Nawada District.(As Per abstract of costFor Construction of T/W@Per Panchyat 5 Nos.) #REF! #REF!

2 Construction of 89 nos. 125mm dia X 45 mtr deep Gravel packed T/well, 05 nos 125mm X 40mm dia X 61 mtr deep Hand operated Tube well & 05 nos. 125mm/115mm X 60 mtr deep Drilled Tube well in urban area with installation of IM- II hand pump and 1.85 mtr. dia PCC circular platform , drain as per UNICEF design & drawing including operation & maintenance for 5 years under Chief Minister Hand Pump Scheme under State Plan in different ward of Urban area at Nawada District.(As Per abstract of costFor Construction Of T/Win Urban area.) #REF! #REF!

Total:- ` #REF!

Asstt. Engineer

P.H. Sub division,Nawada

Hand Operated Tube-Well

RATE ANALYSIS FOR CONSTRUCTION OF HAND OPERATED TUBE-WELL AS PER LETTER NO. 2270 Dt. 28/07/2010 OF C.E. (DESIGN), P. H. E. DEPT.

Sl. No. Description Unit Qty Rate Code Rate Rs. Amount Rs. Remarks /Input Ref.

1 Boring by jet or dheki or any other process and lowering G.I. pipes pipe & strainer of requisite dia, cutting the pipe & threading if necessary, fitting and fixing strainer with shoe plug, socket etc. all complete including providing all tools & plants required

Classification of soil item 'A'

(A) From G.L. to 30.5M depth below

(a) For 40mm dia G.I. Pipe

OL27 T/well Mistry 1 No. for 2.5 days Each 2.5 0L27 323.00 807.50 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

OL70 Semi Skilled labour 2 Nos. for 2.5 days Each 5.0 0L70 265.00 1325.00

OL06 Un-Skilled labour 3 Nos. for 2.5 days Each 7.5 0L01 254.00 1905.00

Sundries Add 2% 80.75

1881 Yarn & rope for jointing Kg 0.75 1881 46.54 34.91

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 L.S. 1 100.00 100.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 638.27

Add 1% labour cess 48.93

Cost for 30.5M 4942.36

Cost per M Per M Rs. 162.04

(b) For 80mm dia G.I. Pipe

T/well Mistry 1 No. for 3.75 days Each 3.75 0L27 323.00 1211.25 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 3.75 days Each 7.5 0L70 265.00 1987.50

Un-Skilled labour 3 Nos. for 3.75 days Each 11.25 0L01 254.00 2857.50

Sundries Add 2% 121.13

Yarn & rope for jointing Kg 1.25 1881 46.54 58.18

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 L.S. 1.5 100.00 150.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 958.13

Add 1% labour cess 73.46

Cost for 30.5M 7419.14

Cost per M Per M Rs. 243.25

(B) From depth beyond 30.5M but up to 61M depth below

For 40mm dia G.I. Pipe Per M

1.15 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.15 times 1.15 162.04 Rs. 186.35

(C) From depth beyond 61M but up to 91M depth below

For 40mm dia G.I. Pipe Per M

1.25 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.25 times 1.25 162.04 Rs. 202.56

Hand Operated Tube-Well

RATE ANALYSIS FOR CONSTRUCTION OF HAND OPERATED TUBE-WELL AS PER LETTER NO. 2270 Dt. 28/07/2010 OF C.E. (DESIGN), P. H. E. DEPT.

2 Boring by jet or dheki or any other process and lowering G.I. pipes pipe & strainer of requisite dia, cutting the pipe & threading if necessary, fitting and fixing strainer with shoe plug, socket etc. all complete including providing all tools & plants required

Classification of soil item 'B'

(A) From G.L. to 30.5M depth below

(a) For 40mm dia G.I. Pipe

T/well Mistry 1 No. for 3.5 days Each 3.5 0L27 323.00 1130.50 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 3.5 days Each 7.0 0L70 265.00 1855.00

Un-Skilled labour 3 Nos. for 3.5 days Each 10.5 0L01 254.00 2667.00

Sundries Add 2% 113.05

Yarn & rope for jointing Kg 0.75 1881 46.54 34.91

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 L.S. 1 100.00 100.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 885.37

Add 1% labour cess 67.88

Cost for 30.5M 6855.70

Cost per M Per M Rs. 224.78

(B) From depth beyond 30.5M but up to 61M depth below

For 40mm dia G.I. Pipe Per M

1.15 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.15 times 1.15 224.78 Rs. 258.49

(C) From depth beyond 61M but up to 91M depth below

For 40mm dia G.I. Pipe Per M

1.25 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.25 times 1.25 224.78 Rs. 280.97

3 Providing labour for fitting & fixing Hand Pump over G.I. tube well including tools & plants required for the job etc. all complete as per specification

Shallow well Hand Pump (8035:2004) Each

T/well Mistry 1 No. for 0.20 days Each 0.20 0L27 323.00 64.60

Sundries Add 2% 1.29

Nuts, Bolts, Tools & plants etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 10.18

Add 1% labour cess 0.78

Cost for One Item Each Rs. 78.86

4 Carriage by bullock cart including loading & unloading of complete one set of tube well materials to work site form godown etc. all complete including returning of surplus materials from work site to godown. As per specification and direction of E/I. (Average lead to be taken into consideration for payment) Approx weight of per T/Well set with 5 No. of G.I pipe is 500 Kg

Assuming 4 Nos of T/Well set = 500 x 4 = 2 MT

Hire Charge of bullock cart for one day 300.00

(ii) Loading & unloading of the T/well L.S 100.00

(iii) Total 400.00

Add for contractor's profit and overheads @ 15% 60.00

Add 1% labour cess 4.60

Total Cost 465.00

Assuming the bullock cart with 4 Nos of T/Well materials will cover 10 Km in one day in four hours along with half hour for loading and half hour for unloading, the rate Per MT Per Km: 465.00 / 2 x 10 23.25

Now rate of transportation of one no T/Well i.e. for 0.5 MT for 1 Km 11.63

Considering the average lead 25 Km in one block, Cost of carriage of one tube well materials: 25 Km x Rs. 11.50 290.63

5 Providing labour for developing till the discharge of water strata as per specification & direction of E/I. Each

Un- Skilled labour 1 No. for 2 days Each 2.0 0L01 254.00 508.00

Sundries Add 2% 10.16

Add for contractor's profit and overheads @ 15% 77.72

Add 1% labour cess 5.96

Cost for One Item Rs. 601.80

6 Boring by jet or dheki by 40mm dia G.I. pipes and bore reamed by 40mm x 50mm reducer or by suitable cutter or reducer as the case may be and lowering U.P.V.C. blue casing pipe of 40mm internal dia cutting the pipe if necessary, fitting and fixing the strainer

Classification of soil item 'A'

(A) From G.L. to 30.5M depth below

(a) For 40mm dia Blue casing U.P.V.C. Pipe

T/well Mistry 1 No. for 3 days Each 3.0 0L27 323.00 969.00 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 3 days Each 6.0 0L70 265.00 1590.00

Un-Skilled labour 3 Nos. for 3 days Each 9.0 0L01 254.00 2286.00

Sundries Add 2% 96.90

1881 Yarn & rope for jointing Kg 0.75 1881 46.54 34.91

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 L.S. 1 100.00 100.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 761.82

Add 1% labour cess 58.41

Cost for 30.5M 5899.03

Cost per M Per M Rs. 193.41

(b) For 125mm dia Blue casing U.P.V.C. Pipe

T/well Mistry 1 No. for 5 days Each 5.00 0L27 323.00 1615.00 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 5 days Each 10.00 0L70 265.00 2650.00

Un-Skilled labour 3 Nos. for 5 days Each 15.00 0L01 254.00 3810.00

Sundries Add 2% 161.50

Yarn & rope for jointing Kg 1.5 1881 46.54 69.81

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 1.00 = 1.0 Each 2 100.00 200.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 1276.25

Add 1% labour cess 97.85

Cost for 30.5M 9882.40

Cost per M Per M Rs. 324.01

(B) From depth beyond 30.5M but up to 61M depth below

(a) For 40mm dia Blue casing U.P.V.C. Pipe Per M

1.15 times of cost of Boring of 40mm dia G.I. pipe per meter depth (up to 30.5M) . 1.15 193.41 Rs. 222.42

(C) From depth beyond 61M but up to 91M depth below

(a) For 40mm dia Blue casing U.P.V.C. Pipe Per M

1.25 times of cost of Boring of 40mm dia G.I. pipe per meter depth (up to 30.5M) . 1.25 193.41 Rs. 241.76

7 Boring by jet or dheki by 40mm dia G.I. pipes and bore reamed by 40mm x 50mm reducer or by suitable cutter or reducer as the case may be and lowering U.P.V.C. blue casing pipe of 40mm internal dia cutting the pipe if necessary, fitting and fixing the strainer

Classification of soil item 'B'

(A) From G.L. to 30.5M depth below

(a) For 40mm dia Blue casing U.P.V.C. Pipe

T/well Mistry 1 No. for 4 days Each 4.0 0L27 323.00 1292.00 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 4 days Each 8.0 0L70 265.00 2120.00

Un-Skilled labour 3 Nos. for 4 days Each 12.0 0L01 254.00 3048.00

Sundries Add 2% 129.20

Yarn & rope for jointing Kg 0.75 1881 46.54 34.91

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 L.S. 1 100.00 100.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 1008.92

Add 1% labour cess 77.35

Cost for 30.5M 7812.37

Cost per M Per M Rs. 256.14

(b) For 125mm dia Blue casing U.P.V.C. Pipe

T/well Mistry 1 No. for 7 days Each 7.0 0L27 323.00 2261.00 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 7 days Each 14.0 0L70 265.00 3710.00

Un-Skilled labour 3 Nos. for 7 days Each 21.0 0L01 254.00 5334.00

Sundries Add 2% 226.10

Yarn & rope for jointing Kg 1.5 1881 46.54 69.81

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 1.00 = 1.0 Each 2 100.00 200.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 1770.44

Add 1% labour cess 135.73

Cost for 30.5M 13709.08

Cost per M Per M Rs. 449.48

(B) From depth beyond 30.5M but up to 61M depth below

(a) For 40mm dia Blue casing U.P.V.C. Pipe Per M

1.15 times of cost of Boring of 40mm dia G.I. pipe per meter depth (up to 30.5M). 1.15 256.14 Rs. 294.56

(C) From depth beyond 61M but up to 91M depth below

(a) For 40mm dia Blue casing U.P.V.C. Pipe Per M

1.25 times of cost of Boring of 40mm dia G.I. pipe per meter depth (up to 30.5M). 1.25 256.14 Rs. 320.18

8 Sinking of G.I. Pipe 125mm or 100mm or 80mm x 50mm or 40mm dia and 91.5M deep T/well by jet or dheki process in special type soil in Patna Municipal Corporation Area

Boring by jet or dheki or any other process and lowering G.I. pipes pipe & strainer of requisite dia, cutting the pipe & threading if necessary, fitting and fixing strainer with shoe plug, socket etc. all complete including providing all tools & plants required

Classification of soil

Special type under Patna Municipal Corporation area i.e. Soil consisting of hard and stiff clay mixed with three layers of soft rock

Classification of soil deciding authority

The soil may be verified by the Superintending Engineer concerned & he must give certificate to this effect, before payment

(A) From G.L. to 30.5M depth below

(a) For 40mm dia G.I. Pipe

T/well Mistry 1 No. for 6.5 days Each 6.5 0L27 323.00 2099.50 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled Labour 2 Nos. for 6.5 days Each 13.0 0L70 265.00 3445.00

Un-Skilled Labour 3 Nos. for 6.5 days Each 19.5 0L01 254.00 4953.00

Sundries Add 2% 209.95

Yarn & rope for jointing Kg 0.75 1881 46.54 34.91

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 Each 1 100.00 100.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 1626.65

Add 1% labour cess 124.71

Cost for 30.5M 12595.72

Cost per M Per M Rs. 412.97

(b) For 50mm dia G.I. Pipe

T/well Mistry 1 No. for 7.5 days Each 7.5 0L27 323.00 2422.50 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled Labour 2 Nos. for 7.5 days Each 15.0 0L70 265.00 3975.00

Un-Skilled Labour 3 Nos. for 7.5 days Each 22.5 0L01 254.00 5715.00

Sundries Add 2% 242.25

Yarn & rope for jointing Kg 0.85 1881 46.54 39.56

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 Each 1.2 100.00 120.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 1877.45

Add 1% labour cess 143.94

Cost for 30.5M 14537.69

Cost per M Per M Rs. 476.65

(c) For 80mm dia G.I. Pipe

T/well Mistry 1 No. for 9.75 days Each 9.75 0L27 323.00 3149.25 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled Labour 2 Nos. for 9.75days Each 19.5 0L70 265.00 5167.50

Un-Skilled Labour 3 Nos. for 9.75 days Each 29.25 0L01 254.00 7429.50

Sundries Add 2% 314.93

Yarn & rope for jointing Kg 1.0 1881 46.54 46.54

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 Each 1.5 100.00 150.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 2438.96

Add 1% labour cess 186.99

Cost for 30.5M 18885.66

Cost per M Per M Rs. 619.20

(d) For 100mm dia G.I. Pipe

T/well Mistry 1 No. for 11.25 days Each 11.25 0L27 323.00 3633.75 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled Labour 2 Nos. for 11.25 days Each 22.5 0L70 265.00 5962.50

Un-Skilled Labour 3 Nos. for 11.25 days Each 33.75 0L01 254.00 8572.50

Sundries Add 2% 363.38

Yarn & rope for jointing Kg 1.25 1881 46.54 58.18

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 Each 1.70 100.00 170.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 2814.35

Add 1% labour cess 215.77

Cost for 30.5M 21792.41

Cost per M Per M Rs. 714.51

(e) For 125mm dia G.I. Pipe

T/well Mistry 1 No. for 13 days Each 13.0 0L27 323.00 4199.00 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled Labour 2 Nos. for 13 days Each 26.0 0L70 265.00 6890.00

Un-Skilled Labour 3 Nos. for 13 days Each 39.0 0L01 254.00 9906.00

Sundries Add 2% 419.90

Yarn & rope for jointing Kg 1.5 1881 46.54 69.81

Bamboo for dheki, Kanta etc. (assuming its use for two times = 2 x 0.50 = 1.0 Each 2 100.00 200.00

Tools & plants, Red lead, hemp etc. L.S. 2.00

Add for contractor's profit and overheads @ 15% 3253.01

Add 1% labour cess 249.40

Cost for 30.5M 25189.11

Cost per M Per M Rs. 825.87

(B) From depth beyond 30.5M but up to 61M depth below

For 40mm dia G.I. Pipe Per M

1.15 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.15 times 1.15 412.97 Rs. 474.92

For 50mm dia G.I. Pipe Per M

1.15 times of cost of Boring of 50mm dia G.I. pipe up to 30.5M - 1.15 times 1.15 476.65 Rs. 548.14

(C) From depth beyond 61M but up to 91M depth below

For 40mm dia G.I. Pipe Per M

1.25 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.25 times 1.25 412.97 Rs. 516.22

For 50mm dia G.I. Pipe Per M

1.25 times of cost of Boring of 50mm dia G.I. pipe up to 30.5M - 1.25 times 1.25 476.65 Rs. 595.81

9 Providing labour for fitting & fixing Hand Pump over flanges connected with G.I. tube well including replacing leather bucket, leather valve, nuts & bolts etc. as well as tools & plants required for the job etc. all complete as per specification

India Mark II / III Hand Pump Each

T/well Mistry 1 No. for 0.30 days Each 0.30 0L27 323.00 96.90

Sundries Add 2% 1.94

Nitrile rubber 'O' Ring Each 1 5.60 5.60

Leather Bucket 2 Nos. Each 2 21.10 42.20

Nuts, Bolts, Tools & plants etc. L.S. 6.00

Add for contractor's profit and overheads @ 15% 22.90

Add 1% labour cess 1.76

Cost for One Item Rs. 177.29

10 Providing labour for extracting tube well pipe with strainer including providing equipment required for the job complete as per specification & direction of E/I.

(A) From G.L. to 30.5M depth below

(a) For 40mm dia G.I. Pipe

T/well Mistry 0.5 No. for 1.5 days Each 0.75 0L27 323.00 242.25 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 0.5 Nos. for 1.5 days Each 0.75 0L70 265.00 198.75

Un-Skilled labour 2 Nos. for 1.5 days Each 3.00 0L01 254.00 762.00

Sundries Add 2% 24.06

Tools & plants, Red lead, hemp etc. L.S. 1.00

Add for contractor's profit and overheads @ 15% 184.21

Add 1% labour cess 14.12

Cost for 30.5M 1426.39

Cost per M Per M Rs. 46.77

(b) For 80mm dia G.I. Pipe

T/well Mistry 0.5 No. for 2.5 days Each 1.25 0L27 323.00 403.75 labour rate as per Rate As per Lab deptt no 1443/28-03-18 of BCD SOR 27.09.2018

Semi Skilled labour 2 Nos. for 2.5 days Each 5.00 0L70 265.00 1325.00

Un-Skilled labour 3 Nos. for 2.5 days Each 7.50 0L01 254.00 1905.00

Sundries Add 2% 72.68

Tools & plants, Red lead, hemp etc. L.S. 1.00

Add for contractor's profit and overheads @ 15% 556.11

Add 1% labour cess 42.64

Cost for 30.5M 4306.17

Cost per M Per M Rs. 141.19

(B) From depth beyond 30.5M but up to all depth below

For 40mm dia G.I. Pipe Per M

1.15 times of cost of Boring of 40mm dia G.I. pipe up to 30.5M - 1.5 46.77 Rs. 70.15

Rate for fixing Cylinder

11 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 for special Hand Pump No-6 (For Re-location purpose)

Tube Well Mistry (1 No. of 0.20 Day) each 0.20 0L27 323.00 64.60

Semi skilled Mazdoor (1 No. of 0.40 Day) each 0.40 0L70 254.00 101.60

Add 2% for Sundries 3.32

Tools and plants, Red lead, hemp etc. 2.00

Add for contractor's profit & overheads @ 15% 25.73

Add 1% labour cess 1.97

Cost of Each Each 199.23

12 Providing all labour & tools and fitting & fixing cylinder with requisite suspension pipe and connecting rod of India mark-II/III hand pump etc, all complete.

Tube Well Mistry (1 No. of 0.30 Day) each 0.30 0L27 323.00 96.90

Sami skilled labour (1 No. of 0.50 Day) each 0.50 0L70 254.00 127.00

Add 2% for Sundries 4.48

Tools and Plants, Red lead, hemp etc. 2.00

Add for contractor's profit & overheads @ 15% 34.56

Add 1% labour cess 2.65

Cost of One Item Each 267.58

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.279.10 Rs.64.48

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.190.80 Rs.1,167.98

4 Carriage of materials. 402.50

Say Rs.5,950.00

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.279.10 Rs.16.84

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

Net Plaster & punning 2.973 M2 P/M2 Rs.190.80 Rs.567.23

Cost of drain for 2.9M Rs.1,720.57

4 Carriage of materials. 135.05 Rs.225.00

So Cost of Drain per M Rs.670.88

Say Rs.671.00 per M

Estimate for Construction of 1.20 M x 1.20 M P.C.C Platform having cemi circular padestal for 40 MM dia Tubewell. with Shallow Pump as per IS: 8035 / 2004

Sl No Particulars Qunatity Unit Rate Amount

1 Supplying Local Sand Filling in foundation & trenches including loading unloding & spraying & making plain etc all complete

2 Providing shuttering and centering including removable of from work etc. all complete.

5.9.1 Platform Base

Platform Appron

3 Supplying all materials, labours and tools for doing P.C.C(1:2:4) in foundation with 20 mm & down stone chips and clean coarse sand of F.M. 2.5 to 3.0 including screening, mixing cement concrete and placing in position vibrating curing, taxes, royalty etc. all complete as per building specification and direction of E/I.

4.1.3 Platform Base

Small Half Round

Rectangular Portion

Appron of Platform

4 Supplying all materials, labours and doing 12 mm thick plaster with C.M. (1:3) using clean coarse sand of F.M. 2.5 to 3.0 including 1.5 mm thick neat cement punning over the exposed surfaces of platform including cost of curing with all lead & lift of water, taxes & royalty etc. all complete as per specification and direction of E/I.

Appron Inner Side

Small Round Top

Rectangular Portion

Large Round Top

Appron Outer Side

5 Carriage of materials by mechanical means including loading, unloading and stacking at site etc. all complete L.S. 741.96

Say Rs.3,710.00