Construction of 30 No. 125 mm x 40 mm x 61 MTR Deep tubewell & 30 Nos. 125mm x 45 MTR. Gravel Packed tubewell for Sinking of I.M.-II Handpump with Platform, Drain & Soakpit due to drought condition and falling water level in Water Scarce area of district Nawada under P.H. Division, Nawada by Natural Disaster (Apada) Head for the Year 2026-27.

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH ENGINEERING DEPARTMENT, PATNA REGION,

PUBLIC HEALTH CIRCLE, GAYA

Construction of 30 No. 125 mm x 40 mm x 61 MTR Deep tubewell & 30 Nos. 125mm x 45 MTR. Gravel Packed tubewell for Sinking of I.M.-II Handpump with Platform, Drain & Soakpit due to drought condition and falling water level in Water Scarce area of district Nawada under P.H. Division, Nawada by Natural Disaster (Apada) Head for the Year 2026-27.

NIT NO-03/PHED/NAWADA/2026-27

DATE OF TENDER -07/09/2026.

PUBLIC HEALTH DIVISION, NAWADA

BOQ FOR THE WORK- Construction of 30 No. 125 mm x 40 mm x 61 MTR Deep tubewell & 30 Nos. 125mm x 45 MTR. Gravel Packed tubewell for Sinking of I.M.-II Handpump with Platform, Drain & Soakpit due to drought condition and falling water level in Water Scarce area of district Nawada under P.H. Division, Nawada by Natural Disaster (Apada) Head for the Year 2026-27.

Date of Tender :- 2026-07-09T00:00:00Z

Estimated Cost:-

Earnest Money :-

Time of Completion :- 3 MONTHS

Cost of BOQ :- Rs 10000.00 (through online payment only) + 1180.00 (Beltron processing fee with other taxes through online payment only.)

S. N. Particulars Qty. Unit Rate Amount

Construction of 30 No. 125 mm x 40 mm x 61 MTR Deep tubewell & 30 Nos. 125mm x 45 MTR. Gravel Packed tubewell for Sinking of I.M.-II Handpump with Platform, Drain & Soakpit due to drought condition and falling water level in Water Scarce area of district Nawada under P.H. Division, Nawada by Natural Disaster (Apada) Head for the Year 2026-27.

1 Construction of new 125mm X 40mm dia X 61 meter deep hand operated T/well with India Mark II Hand Pump with Platform and drain (With soak pit) 30 Nos. Each

2 Construction Of 125 Mm Dia And 45 Mtr. Deep Gravel Packed T/W With India Mark Ii Hand Pump (Drilling Will Be Done By Reverese Circular Method For Draught Prone Areas (With Soak Pit) 30 Nos. Each

1 Estimated cost :-

2 Name of the Contractor :-

3 Address of the Contractor :-

4 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, Nawada

Construction Of 125 Mm Dia And 45 Mtr. Deep Gravel Packed T/W With India Mark Ii Hand Pump (Drilling Will Be Done By Reverese Circular Method For Draught Prone Areas (With Soak Pit)

(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. CONSTRUCTION OF 125 MM DIA AND 45 MTR. DEEP GRAVEL PACKED T/W WITH INDIA MARK II HAND PUMP (DRILLING WILL BE DONE BY REVERESE CIRCULAR METHOD FOR DRAUGHT PRONE AREAS (With soak pit)

S. No. Particulars Quantity Unit Rate Amount

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300/250 mm dia bore hole for inserting of 125mm dia U.P.V.C. casing pipe/ slotted pipe U.P.V.C. screen pipes for installation mark iii hand pump.

24.1.1 All types of soil

(i) From G.L. to 90 mtr Depth. 45 Mtr. P/M 486.8

2 Providing all equipments and labour lowering 125 mm dia U.P.V.C. casing slotted U.P.V.C. /U.V.C. ribbed screen pipe imperfect vertically confirming to the available strata ( slotted pipe/ screen pipe area to be lowered in water bearing aquifer and as per direction of E/I. at site and also where casing pipe will be lowered. 44 Mtr. P/M 20.2

3 Supplying fitting & fixing the following G.I. Fitting of approved make and specification at work site complete job.

(a) 125mm center guide Nos. in each T/W 4 Nos. Each 151.5

(b) 25 mm dia well plug 1 No Each 75.75

(c) Clamp for 125 mm dia pipe 1 No Each 141.4

4 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.. 1.4 M3 P/M3 1343.2

carriage of pea gravel average 500 km lead M3 P/M3 10296.56

5 Supplying all materials labours and equipments to seal T/W up to the depth of 10 mtr below G.L. by Sticky clay to prevent contamination from surface from all complete job as per direction of E/I. 1 Item Each 50.5

6 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 Item Each 6400

7 Supplying all materials labours equipments for construction P.C.C. (1:2:4) 1drain as per specification and UNICEF design etc. all completed job. 3 Mtr. P/M 716

8 Supplying all tools equipments & labour for flushing washing and developing the T/W to give clean & clear water and all complete job as per direction of E/l. 1 Item L.S. 725.1

9 (a) Supplying all tools for lowering 32mm dia G.I. Pipe 24 M P/M 20.12

(b) Fixing Cylinder 1 No. Each 509.7

(c) Fixing I.M. II pump. 1 No. Each 214.4

1 Cost of materials-

UPVC Ribbed Stranger 125mm (Each of 3Mtr. In length) conform to the I.S. 12818 – 1983/1992 2 Nos. Each 1536

UPVC Pipe 125mm conform to the I.S. 12818 – 1983/1992 38 M P/M 427

Hand Pump IM- II conforming to IS : 15500 (pt-1 to 8)/2004 1 No. Each 11500

GI Pipe 32mm confirming to IS: 1239 (Part 1-4) 24 M P/M 232

Add GST 18 % instead of 12 % (Multiplying Factor - 1.0536)

Cost of One No. I.M. II T/well Say

Assistant Engineer Executive Engineer

Name of Work Construction of 4 Nos., 125mm X 40mm X 61 M deep, 16 Nos. 125mm x 38 MTR. Gravel Packed T/w & 10 Nos. 125 X 115 mm x 50 Mtr. deep drilled T/W I.M-II Hand Pump, with platform and drain including operation and maintainance for five years under drought (2016–17) under disaster relief under P.H. Division, Nawada in District of Nawada for the year 2016–17. Cost of Work as per BOQ Rs. 1751210 Time of Completion (in months) 3

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, Nawada

35100 Earnest money - Rs.

2 Registration Paper of appropriate class of PHED, Govt. of Bihar

4 Latest sales tax registration in state of Bihar

5 Details of Tools and Plant ( approapriate Rig machine ownership papers/ registerd deed )

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

7 Work Experience of Similar nature

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

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

10 Details of Skilled/Technical Staffs

11 Email id for communication

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 11500

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

3 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 30 M Each 80

4 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 2 Nos. Each 246

5 125 mm X 40 mm UPVC reducing socket (Heavy quality). 1 No. Each 272.1

6 32 mm dia G.I. pipe medium quality (3mtr each length) confirming IS:1239(Part 1-4) 24 M P/M 232

7 Supplying all labour and material and fitting & fixing GI cap over the new sunked tubewell 1 No. Each 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

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

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 M P/M 832.78

(b) For 40 mm dia UPVC Pipe 3.5 M P/M 474.99

(a) For 40 mm dia UPVC Pipe 30.5 M P/M 546.2

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 214.4

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

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 509.7

5 Supplying labour and developing the T/Well to have sand free discharge all complete as per direction of E/I 1 No. Each 725.1

6 Transportation of materials & tools from Store to work site and carrying back the surplus materials if any. 1 No. Each 348.9

TOTAL 'A' + 'B' =

Add GST 18 % instead of 12 % (Multiplying Factor - 1.0536) 850.41

Cost of One No. I.M. II T/well Say

Executive Engineer

Construction of Soak Pit 1.0M diameter 2.0 meter deep with dry brick honey comb shaft with bricks of Class designation 100B for Handpumps.

S.No. Description Qty. Unit Rate Amount

1- 2.8.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

all around the casing

Soak Pit- 0.785x(1.25)2x 2M deep M3 P/M3 360.7

2- 6.1B Brick work with bricks of class designation 100A in foundations and plinth in

Less for honey comb masonary

20 % of 0.981 cum M3

Net Brick Work M3 P/M3 4540.3

3- 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

4- 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

8 mm dia TMT Bar 8 kg P/Kg 94.5

5- 362 Providing Brick Bats 20mm to 40mm size for filling soak pit as per approved etc. all complete job including carriage of brick bats.

6- 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

110 mm dia Pipe 1 Mtr P/M 0

7 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I.

(a) Bricks ( 7 Km. Pucca & 1 Km. Kaccha lead) 319 Nos. %0 nos. 856.38

(b) Coarse Sand (35 km. lead) 0.4 M3 P/M3

(c) Stone Chips ( 90 Km. lead) 0.11 M3 P/M3

Add GST difference of (18%-12%)=6% as only 12% considered in BCD SoR'22 7959.17

Assistant Engineer P.H Sub-Division-Nawada Executive Engineer P.H Division-Nawada