Construction of 30 Nos of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump with construction of 1.85mtrn dia. circular P.C.C (1:2:4) platform and P.C.C (1:2:4) drain as per UNICEF design including 1m dia and 2m deep Soakpit under P.H.Division, Hilsa , district- Nalanda for the year of 2026=27.

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

Construction of 30 nos of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump with constrcution of 1.85 mtr dia. circular P.C.C (1:2:4) platform and P.C.C (1:2:4) drain as per UNICEF Design including Soakpit under P.H.Division, Hilsa , district- Nalanda for the year of 2026-27.

PUBLIC HEALTH DIVISION, HILSA

Rate Bid - Group No - 01

NAME OF WORK: B.O.Q for Construction of 30 nos of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump with constrcution of 1.85 mtr dia. circular P.C.C (1:2:4) platform and P.C.C (1:2:4) drain as per UNICEF Design including Soakpit under P.H.Division, Hilsa , district- Nalanda for the year of 2026-27.

Date of Tender :-

Estimated Cost:-

Earnest Money :-

Time of Completion :- 3 Months

Cost of Bid Processing Fees :- As Per E-Proc-2

Cost of BOQ :- As Per E-Proc-2

Name of the Contractor

Address of the Contractor

S.No. Particulars Quanttity Unit Rate Amount

A. Construction of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump

A. Material Cost

1 Supplying ISI Marked India mark II hand pump with 8 Nos. Connectiing Rodsmade of bright bar electro-galvanized fitted with coupler & normal assembly for use with cylinder assembly confirming IS:15500(Part 1-8)/2004 etc. all complete as per specification and direction of E/I 1 No. Each 11500

2 Supplying ISI Marked 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 etc. all complete as per specification and direction of E/I 42 M Per M 427

3 Supplying ISI Marked 125mm dia X 3 mtr long UPVC RIBEED Strainer conferming to IS:12818-1983/1992 etc. all complete as per specification and direction of E/I 2 Nos. Each 1536

4 Supplying ISI Marked 32 mm dia G.I. pipe medium quality (3 mtr. Each length) confirming IS : 1239 (Part 1-4) etc. all complete as per specification and direction of E/I. 24 M Per M 232

Sub-Total (A) Rs.

1 Boring /drilling bore well of required dia for casing/ strainer ipe by suitable method prescribed in IS:2800 (part-1) including collecting samples from different strata , preparing and suubmitting strata chart/ bore log , including hire and running charges of all equipments ,tools, plants, & machineries required for the job, all complete as direction of Engineer-in - Charge upto 90m deoth below ground level , 300/250mm dia bore hole for inserting of 125mm dia UPVC casing/slotted pipe UPVC screen pipe for installation of IM-II hand pump.

From G.L. to 90m depth below G.L. 49 M Per M 486.8

2 Providing all equipments and labours for lowering of 125 mm dia PVC casing pipes/ slotted pipes/ screen piipe 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. 48 M Per M 20.2

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

(a) 125 mm dia well plug 1 Nos. Each 75.75

( b ) Clamp for 125mm dia pipe 1 Nos. Each 141.4

4a Supplying 3mm to 6mm well washed assorted pea gravel and doing surrounding around the annular space between bore hole and 125 mm dia pipe uniformityup to the depth 10m below GL all work complete as per direction of E/I. 1.02 m3 p/m3 1343.2

4b Carriage of pea gravel with required lead 1.02 m3 p/m3 9246.65

5 Supplying all materials, labour and eqiupments to seal the T/Well up to the depth of 10 m below GL by sticky clay to prevent contamination from surface 1 Job Each 50.5

6 Suppying labour for developing the T/Well to have sand free discharge etc. all complete as per specification and direction of E/I. 1 Job Each 1124.7

7 Supplying all labour, tools and plants for fitting and fixing India Mark II Hand Pump over the newly sunk T/well etc. all complete as per specification and direction of E/I. 1 Job Each 214.4

8 Providing all labour, tools & plants for fitting & fixing Cylinder with requisite suspension riser pipe and connecting rod of India mark II Hand Pump etc. all complete as per specification and direction of E/I. 1 Job Each 509.7

9 Providing all labour, tools & plants and lowering 32 mm dia G.I. pipe etc. all complete as per specification and direction of E/I. 24 M Per M 20.12

10 Providing all material and labour for 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 around the platform, 1000 mm wide, 927mm (av) long, 200 mm deep foot rest in P.C.C.(1:2:4) and 12 mm thick (1:3) C.P. with 1.5mm thick neat cement punning on bed, apron, foot rest and outer surface including providing P.C.C. (1:2:4) of size 760 mm x 760 mm x 400 mm deep for fixing leg of stand assembly including cost of E/W etc all complete as per design, drawing & specification of (IS 15500:2004) and direction of E/I (steel frame must be used in constructing platform & drain). 1 No. Each 6400

11 Providing all materials, labours & constructing 100 mm wide P.C.C. (1:2:4) drain having having 143 mm (av) thick bed with 80 mm wide and 117 mm (av) deep apron both side in P.C.C.(1:2:4) and 12 mm thick (1:3) C.P. with 1.5mm thick neat cement punning over exposed surface of bed, appron of the drain etc. all complete as per design drawing specification of (IS 15500:2004) and direction of E/I (steel frame must be used in constructing platform & drain). 3 M Per M 716

Sub-Total ( B) Rs.

Total (A+B ) Rs.

Say, Cost of One Tube Well Rs.

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

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

2 Brick work with bricks of class designation 100A in foundation and plinth in

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

Less for honey comb masonary

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)

4 Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A 8 mm to 10mm dia T.M.T. bars 8 Kg. P/Kg. 94.5

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

6 Carriage of materials.

(a) Bricks ( 7 Km. Pucca & 1 Km Kaccha lead) No. P/%0 1139.38

(c) Coarse Sand ( 44+1 Km. lead) 0.27 M3 P/M3 1232.94

(d) Stone Chips ( 195+5 Km. lead) 0.11 M3 P/M3 4270.38

Add GST difference (18%-12%), (Multiplying factor 0.0536)

Cost Of One No. Soakpit Say:-

A Cost Of Construction Of 125mm dia x 48m deep Gravel Packed Tube well 30 Nos. @

B Cost of Construction of Soakpit 30 Nos. @

PERMISSIBLE LIMIT

1 Estimated cost (in Rs.) :-

2 Cost of Govt. Material :- NIL

3 Name of the Contractor :-

4 Address of the Contractor :-

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

Executive Engineer P.H. Division, Hilsa

Name of Work Construction of 30 Nos of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump with constrcution of 1.85mtrn dia. circular P.C.C (1:2:4) platform and P.C.C (1:2:4) drain as per UNICEF Design with 1m dia and 2m deep Soakpit under P.H.Division, Hilsa , district- Nalanda for the year of 2026-27. Cost of Work as per BOQ Rs. 27,96,000.00 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, Hilsa

56000 Earnest money - Rs.

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

4 GST REGISTRATION

5 Details of Tools & Plant ( approapriate Rig machine ownership papers/ lease agreement valid for the period of work)

6 Affidavit from the noatary certifying that the bidders/ contractor has completed 80%/more than 80%/completed the work previously awarded to him within the P.H.E. Patna Zone, Patna. (original to be submitted along with tender paper submission at office as mentioned in NIT)

7 Affidavit Regarding Debar/Blacklist(original to be submitted along with tender paper submission at office as mentioned in NIT)

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

10 Email id for communication

11 Character Certificate

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

Construction of 30 nos of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump with constrcution of 1.85 mtr dia. circular P.C.C (1:2:4) platform and P.C.C (1:2:4) drain as per UNICEF Design including Soakpit under P.H.Division, Hilsa , district- Nalanda for the year of 2026-27.

PUBLIC HEALTH DIVISION, HILSA

Rate Bid - Group No - 01

NAME OF WORK: B.O.Q for Construction of 30 nos of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump with constrcution of 1.85 mtr dia. circular P.C.C (1:2:4) platform and P.C.C (1:2:4) drain as per UNICEF Design including Soakpit under P.H.Division, Hilsa , district- Nalanda for the year of 2026-27.

Date of Tender :-

Estimated Cost:-

Earnest Money :-

Time of Completion :- 3 Months

Cost of Bid Processing Fees :- As Per E-Proc-2

Cost of BOQ :- As Per E-Proc-2

Name of the Contractor

Address of the Contractor

S.No. Particulars Quanttity Unit Rate Amount

A. Construction of 125mm dia x 48m deep Gravel Packed Tube well with I.M-II hand pump

A. Material Cost

1 Supplying ISI Marked India mark II hand pump with 8 Nos. Connectiing Rodsmade of bright bar electro-galvanized fitted with coupler & normal assembly for use with cylinder assembly confirming IS:15500(Part 1-8)/2004 etc. all complete as per specification and direction of E/I 1 No. Each 11500

2 Supplying ISI Marked 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 etc. all complete as per specification and direction of E/I 42 M Per M 427

3 Supplying ISI Marked 125mm dia X 3 mtr long UPVC RIBEED Strainer conferming to IS:12818-1983/1992 etc. all complete as per specification and direction of E/I 2 Nos. Each 1536

4 Supplying ISI Marked 32 mm dia G.I. pipe medium quality (3 mtr. Each length) confirming IS : 1239 (Part 1-4) etc. all complete as per specification and direction of E/I. 24 M Per M 232

Sub-Total (A) Rs.

1 Boring /drilling bore well of required dia for casing/ strainer ipe by suitable method prescribed in IS:2800 (part-1) including collecting samples from different strata , preparing and suubmitting strata chart/ bore log , including hire and running charges of all equipments ,tools, plants, & machineries required for the job, all complete as direction of Engineer-in - Charge upto 90m deoth below ground level , 300/250mm dia bore hole for inserting of 125mm dia UPVC casing/slotted pipe UPVC screen pipe for installation of IM-II hand pump.

From G.L. to 90m depth below G.L. 49 M Per M 486.8

2 Providing all equipments and labours for lowering of 125 mm dia PVC casing pipes/ slotted pipes/ screen piipe 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. 48 M Per M 20.2

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

(a) 125 mm dia well plug 1 Nos. Each 75.75

( b ) Clamp for 125mm dia pipe 1 Nos. Each 141.4

4a Supplying 3mm to 6mm well washed assorted pea gravel and doing surrounding around the annular space between bore hole and 125 mm dia pipe uniformityup to the depth 10m below GL all work complete as per direction of E/I. 1.02 m3 p/m3 1343.2

4b Carriage of pea gravel with required lead 1.02 m3 p/m3 9246.65

5 Supplying all materials, labour and eqiupments to seal the T/Well up to the depth of 10 m below GL by sticky clay to prevent contamination from surface 1 Job Each 50.5

6 Suppying labour for developing the T/Well to have sand free discharge etc. all complete as per specification and direction of E/I. 1 Job Each 1124.7

7 Supplying all labour, tools and plants for fitting and fixing India Mark II Hand Pump over the newly sunk T/well etc. all complete as per specification and direction of E/I. 1 Job Each 214.4

8 Providing all labour, tools & plants for fitting & fixing Cylinder with requisite suspension riser pipe and connecting rod of India mark II Hand Pump etc. all complete as per specification and direction of E/I. 1 Job Each 509.7

9 Providing all labour, tools & plants and lowering 32 mm dia G.I. pipe etc. all complete as per specification and direction of E/I. 24 M Per M 20.12

10 Providing all material and labour for 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 around the platform, 1000 mm wide, 927mm (av) long, 200 mm deep foot rest in P.C.C.(1:2:4) and 12 mm thick (1:3) C.P. with 1.5mm thick neat cement punning on bed, apron, foot rest and outer surface including providing P.C.C. (1:2:4) of size 760 mm x 760 mm x 400 mm deep for fixing leg of stand assembly including cost of E/W etc all complete as per design, drawing & specification of (IS 15500:2004) and direction of E/I (steel frame must be used in constructing platform & drain). 1 No. Each 6400

11 Providing all materials, labours & constructing 100 mm wide P.C.C. (1:2:4) drain having having 143 mm (av) thick bed with 80 mm wide and 117 mm (av) deep apron both side in P.C.C.(1:2:4) and 12 mm thick (1:3) C.P. with 1.5mm thick neat cement punning over exposed surface of bed, appron of the drain etc. all complete as per design drawing specification of (IS 15500:2004) and direction of E/I (steel frame must be used in constructing platform & drain). 3 M Per M 716

Sub-Total ( B) Rs.

Total (A+B ) Rs.

Say, Cost of One Tube Well Rs.

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

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

2 Brick work with bricks of class designation 100A in foundation and plinth in

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

Less for honey comb masonary

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)

4 Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A 8 mm to 10mm dia T.M.T. bars 8 Kg. P/Kg. 94.5

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

6 Carriage of materials.

(a) Bricks ( 7 Km. Pucca & 1 Km Kaccha lead) No. P/%0 1139.38

(c) Coarse Sand ( 44+1 Km. lead) 0.27 M3 P/M3 1232.94

(d) Stone Chips ( 195+5 Km. lead) 0.11 M3 P/M3 4270.38

Add GST difference (18%-12%), (Multiplying factor 0.0536)

Cost Of One No. Soakpit Say:-

A Cost Of Construction Of 125mm dia x 48m deep Gravel Packed Tube well 30 Nos. @

B Cost of Construction of Soakpit 30 Nos. @

PERMISSIBLE LIMIT

1 Estimated cost (in Rs.) :-

2 Cost of Govt. Material :- NIL

3 Name of the Contractor :-

4 Address of the Contractor :-

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

Executive Engineer P.H. Division, Hilsa