DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25. NUMBERS OF SCHEMES - 21

TECHNICAL BID (SBD)

P.H. Division, Motihari

TENDER Re-NIT No – 02 / 2026-27 / (LoT / PRD) Original NIT-18/2024-25

Name of Work DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25. NUMBERS OF SCHEMES - 21 Cost of Work as per BOQ(Rs in Lakhs) 460.12 Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount As per Technical Approval Date of Tender

Sl No. Items Requirement Requirement Cl. No.

Name of the Contractor

Address of the Contractor

1 Bid Validity Bids shall remain valid for a period not less than 180 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 180 Days 15.1 Page/22-23 Bid validity periods In days

2 Bid Security (A) To be paid by Through e-procurement mode on www.eproc2.bihar.gov.in or (B) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. 16.1 Page-23 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 9.203 Bid Security Amount - Rs. 0.00

3 (i) Legal Status of Bidder. 4.3(a) Page-12

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv) Page-12

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over in any one year during the the last five years to be not less than 50% of the estimated cost of works under the contract (Rs in Lakhs) 230.06 4.5A (a) Page-16-17

2020-21 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.33 0.00000

2021-22 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21 0.00000

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21 0.00000

2023-24 Amount To be entered (Rs in Lakhs)

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08 0.00000 0.00000

5 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value (DB) of contract for which the BID has been invited during last five years. (Rs in Lakhs) 46.02 4.5A (b) Page -17 Amount To be entered (Rs in Lakhs)

6 Auditor's report profit and loss statements and auditor’s reports for the past five years;

6 Executed the minimum quantities of the following item of work as indicated in the appendix: Items Unit Quantity 4.5A(c) Page-17

High yielding T/well Nos. 5 - Value to be entered in unit nos.

Pump/Motor Nos. 5 Value to be entered in unit nos.

Distribution main meter 5342 Value to be entered in meter

House Connection Nos. 380 Value to be entered in unit nos.

RCC/Steel Stagging Nos. 4 Value to be entered in unit nos.

PSC/ RCC cum 0.00 Value to be entered in unit cum

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years prescribed for completion of the works for which bids are invited. (For contracts having operation and maintenance; the period of complition shall be the sum of entire DB duration and half the duration of O & M period). B=Value of existing commitments & ongoing works to be completed in period (Rs in Lakhs) 460.120 4.7 Page- 18 0.00000

8 (a) Existing commitments and ongoing works Page - 36 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 36 Amount To be entered (Rs in Lakhs)

9 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required Nos. Max. Age 4.5(B) (a) Page- 32 Nos./ Max. Age

Concrete Mixer 2 5

Rotary Drilling / Reverse Rotary Rig Machine 1 10

Truck / Tractor with trailer 1 5

Hydraulic Excavator 1 5

10 Key Personnel Personnel/Qualification/Contract Package Size (2 Crore <work value < Rs. 10 Crore) 4.5(B) (b) Page-32 Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) in PHED Work or Retaired EE and aboveof PHED 1 no

Site Engineer / B.E. Civil + 7 Years Experience (3 years of PHED works) in PHED Work or Retaired EE and above of PHED 2 no.

Site superviser / B.E. Civil or Mech. + 05 yrs experiance or Diploma in Civil + 07 Years Experience or Retaired JE and above of PHED 6 no.

Surveyor/ B.E.Civil + 03 yrs experience or Diploma + 05 yrs experience 1 no

11 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 46.02 4.2 (i) page 12 & 38 Amount To be entered (Rs in Lakhs)

12 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) page 36

13 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) page 36

14 Affidavit Regarding statements made in the required attachments are true and correct. page 39

15 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 115.03 page 40

18 Character certificate

19 Time of Completion 6 Months To be entered in months

Executive Engineer,

P.H. Division, Motihari

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Link Name in Edit Attachment Document attached

1 BIDSECURITY PHOTO COPY BID SECURITY PC

2 LAST 5 YEARS ANNUAL TURN OVER ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS EXP SIM NAT

4 QUANTITY OF WORK OF SIMILAR NATURE EXECUTED DURING LAST 5 YEARS) WORK EXE QTY

5 BALANCE VALUE OF ON GOING WORKS BAL VAL WORKS

6 EXISTING COMMITMENTS EXIST COMT

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES BANK CER

8 AFFIDAVIT AFFIDAVIT

9 UNDERTAKING UNDERTAKING

10 LITIGATION HISTORY LIT HIS

11 PLANT and MACHINARIES PT & MAC

12 KEY PERSONNEL KEY PER

13 Registration ,GST NO, PAN NO REGISTRATION

14 Power of Attoney POW AT

15 Legal Status Of Bidder LEGAL

16 PROGRAMME Of CONSTRUCTION PROG CONS

17 LABOUR LICENSE LAB LIC

18 NOC FOR DEBAR DEBAR

21 CHARACTER CERTIFICATE CHARACTER CERTIFICATE

22 Any Other Documents required as per NIT/Standard Bidding Documents Required Documents

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

ESTIMATE FOR TECHNICAL SANCTION

ESTIMATE FOR THE WORK:- DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25.

Block - Harsiddhi

District - East Champaran

ESTIMATED COST :- Rs.0.00

PUBLIC HEALTH DIVISION

GOVERNMENT OF BIHAR PUBLIC HEALTH ENGINEERING DEPARTMENT PUBLIC HEALTH DIVISION, MOTIHARI

ESTIMATE FOR THE WORK:- DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25.

This estimate has been framed after confirming De Duplication of schemes by Executive Engineer, P.H. Division, Motihari for construction of rural piped water supply schemes for saturation of left out habitations of PRD wards as per direction of Enginner in Chief-Cum- Special Secretary, P.H.E.D., Bihar vide Letter No. 15/वि०2-1056/2024-97 dated 13-01-2024. Any new deep t/w or distribution network or other works has been proposed in case of utmost requirement where old deep t/w or distribution network or other works is completely damaged/not reusable/not available in case of Left out tola. Provision in this estimate has been made for design and construction of Pipe Water Supply Scheme (WLS) with total station survey including distribution design by loop/water gem or any other software, construction of high yield tube well with submersible pump, switch room cum chlorinator Room, 8M RCC staging, 10000 ltr. capacity UPVC tank, HDPE pipe line distribution system, chlorinator, house connection, masonary chamber etc. with three months trial run . Provisions made in this estimate are given in Annexture-1.

Specification:- The standared specifification of P.H.E.D and PWD will be followed during the execution of work.

Time of completion:- This work will be completed in Six month after the fund is made available.

Estimated cost:- Rs.0.00

(Rupees Four crore Sixty lakh Twelve Thousand Only)

Executive Engineer

P.H. Division, Motihari

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P.H. DIVISION, MOTIHARI

ESTIMATE FOR THE WORK:- DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25.

The provisions made for this scheme with proposed house connection as tabulated below :-

Sl. No. Block Panchayat Tola Ward No. No. of Households in the Tola Type and size of Tubewell Pipe line Capacity of Motor Switch Room 8 m High RCC Staging

90mm 75mm 63mm 50mm 40mm Total length of pipe line 2 H.P. 3 H.P.

1 HARSIDDHI GAIGHAT Adarsh tola WARD-10 98 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 255.00 340.00 130.00 0.00 850 0 1 0 1.00

2 HARSIDDHI GAIGHAT Gaighatchowk WARD-09 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 396.00 528.00 271.00 0.00 1320 0 1 0 1.00

3 HARSIDDHI GAIGHAT Badharwa WARD-07 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 495.00 660.00 370.00 0.00 1650 0 1 0 1.00

4 HARSIDDHI GAIGHAT Roop dih WARD-04 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 414.00 552.00 289.00 0.00 1380 0 1 0 1.00

5 HARSIDDHI GAIGHAT Teen tola WARD-08 89 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 375.00 500.00 250.00 0.00 1250 0 1 0 1.00

6 HARSIDDHI UJJAIN LOHIYAR Singh tola WARD-04 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 375.00 500.00 250.00 0.00 1250 0 1 1 0.00

7 HARSIDDHI UJJAIN LOHIYAR Janta sahni tola WARD-01 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 450.00 600.00 325.00 0.00 1500 0 1 0 1.00

8 HARSIDDHI UJJAIN LOHIYAR Sigh bali singh tola WARD-03 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 435.00 580.00 310.00 0.00 1450 0 1 0 1.00

9 HARSIDDHI UJJAIN LOHIYAR Dera tola WARD-09 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 405.00 540.00 280.00 0.00 1350 0 1 0 1.00

10 HARSIDDHI UJJAIN LOHIYAR Magnua mushahari tola WARD-14 98 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 495.00 660.00 370.00 0.00 1650 0 1 0 1.00

11 HARSIDDHI BAIRIYA DIH Bairiya WARD-1 95 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 360.00 480.00 235.00 0.00 1200 0 1 0 1.00

12 HARSIDDHI BAIRIYA DIH gauwash tola WARD-05 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 345.00 460.00 220.00 0.00 1150 0 1 1 0.00

13 HARSIDDHI BAIRIYA DIH Noniya tola WARD-12 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 285.00 380.00 160.00 0.00 950 0 1 1 0.00

14 HARSIDDHI MURARPUR MURARPUR WARD-08 105 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 264.00 352.00 139.00 0.00 880 0 1 0 1.00

15 HARSIDDHI MURARPUR Dhobi tola WARD-01 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 435.00 580.00 310.00 0.00 1450 0 1 0 1.00

16 HARSIDDHI PANAPUR RANJITA Ranjita WARD-14 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 375.00 500.00 250.00 0.00 1250 0 1 0 1.00

17 HARSIDDHI KIRITPUR Jagdishpur WARD-02 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 300.00 400.00 175.00 0.00 1000 0 1 1 0.00

18 HARSIDDHI MATH LOHIYAAR Kali tola WARD-14 98 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 396.00 528.00 271.00 0.00 1320 0 1 0 1.00

19 HARSIDDHI MANIKPUR HASUAHA Manikpur bazar WARD-13 105 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 399.00 532.00 274.00 0.00 1330 0 1 0 1.00

20 HARSIDDHI JAGAPAKAD Barahipatti tola WARD-10 109 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 390.00 520.00 265.00 0.00 1300 0 1 0 1.00

21 HARSIDDHI GHIWADHAR Laukariya WARD-10 102 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 369.00 492.00 244.00 0.00 1230 0 1 0 1.00

Executive Engineer

P.H. Division, Motihari

GOVERNMENT OF BIHAR

Public Health Engineering Department

P.H. Division, Motihari

ABSTRACT OF ESTIMATES

ESTIMATE FOR THE WORK:- DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25.

S.N. Description Qty. Unit Rate Amount

1 Surveying and levelling using Total Station/DGPS or auto level instruments of the project area including transfer of relevant bench mark to establish the levels of strategic points at the selected position of the T/Well, pumping station & attach the surveying data sheet with design & drawing of distribution system by Loop/Water get or any other software etc., map of location of HYDT & Steel structure etc. all complete work. 26.71 Km P/Km

2 Construction of 150mm x 100mm x 125m deep Gravel packed T/W etc. all complete and as per direction of E/I. (As per sub Estimate no.- 1) 21 No. Each

3 Constructing masonry Chamber 100x100x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Tube Well, complete as per standard specifications & direction of E/I. (As per sub Estimate no.- 2) 21 No. Each

4 Providing and Laying Distrbution network of High Density Polyethyene pipe (HDPE pipe) etc all complete as per direction of E/I. (As per sub Estimate no.- 3A) 1 Job Each

5 Cost of Submersible Pump Set of KSB make having discharging 3.35 LPS at a total head of 35 M with suitable size of MSERW column pipe coupled with 3 H.P. submersible Motor 2900 RPM single phase and all necessary electrical and mechanical accessories etc. all complete set.(As per sub Estimate no.- 4) 21.00 No. Each

5 Cost of Submersible Pump Set of KSB make having discharging 4.5 LPS at a total head of 45 M with suitable size of MSERW column pipe coupled with 5 H.P. submersible Motor 2900 RPM 3 phase and all necessary electrical and mechanical accessories etc. all complete set.(As per sub Estimate no.- 4) 0 No. Each

6 Providing house connection for each house hold including supplying all materials, labours, tools and making ferrule connection with 20 mm dia MDPE and 15mm G.I Pipes with all fittings etc all complete. (As per sub Estimate no.- 5) 1899 Nos. Each

7 Providing and erecting 8M high Steel Structure staging for 10000 litre PVC tank with ladder of ISA65x65x6 and 16mm dia MS bar as trade @ 400mm c/c and GI enclosure to house electric switch panel & treatment unit (where required) of suitably designed MS section of angle, channel, etc. as per approved drawing. (As per sub Estimate no.- 6A) or 17.00 No. Each

Construction of RCC Staging 4.0M x 3.0M x 8.0M High for 10000 liter water tank as per approved drawing. (As per sub Estimate no.- 6B)

7A Construction of 2.10x2.40mx2.4 m high of Switch room. (As per Sub Estimate-6C) 4.00 No. Each

8 Installation of Electronically Regulated Doser type chlorinator using Sodium Hypo Chlorite (Hypo NaOCl) 21 No. Each

Add difference of GST 5.36% i.e 0.0536 = Add difference of GST 5.36% i.e 0.0536 =

9 Cost of Trial run & energy charges (As per Annexture - II) 21 No. Each 7976.00

Junior Engineer Assistant Engineer Executive Engineer

P.H.Division,Motihari

Sub Estimate No.1

CONSTRUCTION OF 150MM X 100MM DIA & 125M DEEP TUBE WELL

S.No. Description Qty. 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 150 metre depth below ground level. (All types of soil)

24.1.1.2 (a) 350mm dia bore from G.L. to 30.0M 30.0 M P/M

24.1.1.1 (b) 300mm dia bore from 30.0 m to 60.0M 30.0 M P/M

(c) 300mm dia bore from 60M to 90.0M 30.0 M P/M

24.2.1 (d) 300mm dia bore from 90.0M to 150.0M 35.0 M P/M

2A Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

24.3.2 (a) 150 mm nominal size dia 30.0 M P/M

24.3.1 (b) 100 mm nominal size dia 69.0 M P/M

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 100 mm nominal size dia 21.0 M P/M

3 Supplying the following fittings & fixing the same in position as per approved lowering assembly and strata chart including providing all equipments and welding the same on process of lowering the assay etc. all complete as per S/D of E/I.

24.13.2 (a) 150 mm dia well cap 1 No. Each

24.14.2 (b) 150 mm dia M.S. Clamp 1.6 M long (one Pair) 1 No. Each

(c) 150 mm dia center guide 4 Nos. Each

(d) 100 mm dia center guide 6 Nos. Each

(e) 150 mm x 100 mm dia 6mm wall thickness MS reducer 1 No. Each

24.15.1 (f) 100mm dia & 6mm thick M.S. well shoe plug 1 No. Each

4a 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. 9.0 M3 P/M3

4b Carriage of Pea Gravel from Dhalbhumigarh (taken distance 480km.Pakka+5Km unsurface road) (1.6*(480*11.20+5*13.50)+195.10)=8904.70+1% L.Cess+12%-GST)=Rs.10,062.31 9.0 M3 P/M3

5 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 24 Hrs. P/H

6 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I 1 No. Each

7 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. 1 No. Each

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Motihari

(Sub Estimate - 1)

(A) Construction of 150mm X 125m deep Gravel packed T/W

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. (All types of soil)

24.1.1.3 (a)400mm dia bore from GL to 90.0M 90 Mtr. P/M Rs.681.50 Rs.61,335.00

24.2.1.3 (b)400mm dia bore from 90.0 m to 125.0M 35.0 M P/M Rs.896.50 Rs.31,377.50

2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

24.3.2 (a) 150 mm nominal size dia 90 M P/M Rs.660.10 Rs.59,409.00

3 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.2 150 mm nominal size dia 30.0 M P/M Rs.673.50 Rs.20,205.00

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

(a) 150mm center guide Nos. in each T/W 12 Nos. Each Rs.150.00 Rs.1,800.00

(b) 150 mm dia well plug 1 No Each Rs.281.80 Rs.281.80

(c) 150 mm dia M.S. Clamp 1.6 M long (one Pair) 1 No Each Rs.1,531.40 Rs.1,531.40

(c) 150 mm dia PVC Well cap 1 No Each Rs.210.70 Rs.210.70

5 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. 11 M³ P/M 3 Rs.1,343.20 Rs.14,775.20

6 Carriage of Pea Gravel from Dhalbhumigarh (taken distance 480km.Pakka+5Km unsurface road) (1.6*(480*11.20+5*13.50)+195.10)=8904.70+1% L.Cess+12%-GST)=Rs.10,062.31 11.0 M3 P/M3 Rs.10,062.31 Rs.110,685.41

7 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 24 Hr P/Hr Rs.916.80 Rs.22,003.20

8 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I 1 No. Each Rs.9,200.00 Rs.9,200.00

9 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. 1 No. Each Rs.7,000.00 Rs.7,000.00

TOTAL Rs.339,814.21

Executive Engineer

P.H. Division, Biharsharif

Sub Estimate No.1

CONSTRUCTION OF 150MM X 100MM DIA & 125M DEEP TUBE WELL

S.No. Description Qty. 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 150 metre depth below ground level. (All types of soil)

24.1.1.2 (a) 350mm dia bore from G.L. to 30.0M 30.0 M P/M Rs.532.40 Rs.15,972.00

24.1.1.1 (b) 300mm dia bore from 30.0 m to 60.0M 30.0 M P/M Rs.486.80 Rs.14,604.00

(c) 300mm dia bore from 60M to 90.0M 30.0 M P/M Rs.486.80 Rs.14,604.00

24.2.1 (d) 300mm dia bore from 90.0M to 150.0M 35.0 M P/M Rs.567.90 Rs.19,876.50

2A Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

24.3.2 (a) 150 mm nominal size dia 30.0 M P/M Rs.660.10 Rs.19,803.00

24.3.1 (b) 100 mm nominal size dia 69.0 M P/M Rs.546.10 Rs.37,680.90

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 100 mm nominal size dia 21.0 M P/M Rs.573.10 Rs.12,035.10

3 Supplying the following fittings & fixing the same in position as per approved lowering assembly and strata chart including providing all equipments and welding the same on process of lowering the assay etc. all complete as per S/D of E/I.

24.13.2 (a) 150 mm dia well cap 1 No. Each Rs.210.70 Rs.210.70

24.14.2 (b) 150 mm dia M.S. Clamp 1.6 M long (one Pair) 1 No. Each Rs.1,531.40 Rs.1,531.40

(c) 150 mm dia center guide 4 Nos. Each Rs.150.00 Rs.600.00

(d) 100 mm dia center guide 6 Nos. Each Rs.100.00 Rs.600.00

(e) 150 mm x 100 mm dia 6mm wall thickness MS reducer 1 No. Each Rs.500.00 Rs.500.00

24.15.1 (f) 100mm dia & 6mm thick M.S. well shoe plug 1 No. Each Rs.228.30 Rs.228.30

4a 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. 9.0 M3 P/M3 Rs.1,343.20 Rs.12,088.80

4b Carriage of Pea Gravel from Dhalbhumigarh (taken distance 480km.Pakka+5Km unsurface road) (1.6*(480*11.20+5*13.50)+195.10)=8904.70+1% L.Cess+12%-GST)=Rs.10,062.31 9.0 M3 P/M3 Rs.10,062.31 Rs.90,560.79 Rs.6,379.26

5 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 24 Hrs. P/H Rs.916.80 Rs.22,003.20

6 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I 1 No. Each Rs.9,200.00 Rs.9,200.00

7 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. 1 No. Each Rs.7,000.00 Rs.7,000.00

TOTAL Rs.279,098.69

Junior Engineer Assistant Engineer Executive Engineer

(Sub Estimate No. - 2)

Supplying materials, labours and constructing chamber of following dimension having 250mm thick wall in C.M. (1:4) in cluding 12mm C.P. (1:3) with punning inside, R.C.C. cover slab with C.I. Surface box , 20mm dia foot rest at 150mm interval 10mm dia lifting ring etc. all complete.

SIZE 1.00 M x 1.00 M x 0.75 M deep

S.O.R. No. Particulars No. L W H Qty. Unit Rate Amount

1 Earth work in excavation 1 1.75 1.75 1.0 3.063 M3 P/M3

2 Sand filling 1 1.75 1.75 0.075 0.230 M3 P/M3

S.O.R. No. 2.28

3 Brick flat soling 1 1.75 1.75 3.063 M2 P/M2

shuttering 2 1.50+1.50 0.15 0.9 M2 P/M2

7 C.P. (1:3) with 5% Cico & neat cement

S.O.R. No. 13.17.1 Internal face 2 1.00 1.00 1.00 4.00 M2

Bed surface 1 1.00 1.00 1.00 M2

8 C.P. (1:4) out side of wall 2 1.50+1.50 0.00 0.9 M2 P/M2

9 8mm dia T.S. Rod

S.O.R. No. 5.22.7A

10 Lifting Ring of 10mm dia Rod 4 No. Each

11 Carriage of materials 5%

Junior Engineer Assistant Engineer Executive Engineer

P.H.Division,Motihari

Sub Est. No. 3A

WATER SUPPLY DISTRIBUTION SYSTEM

S.N. Particulars Quantity Unit Rate Amount

1A 2.8 Earthwork in excavation over areas (exceeding 30 cm in depth 1.5 in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed.

Add 5% extra for fittings = 440.72 M3

1B (4.1.3+15.2) Provision for PCC road cutting and its restoration (1:2:4) 360.59 M3 P/M3

1C Carriage of materials

(a) Coarse sand (44 Km pucca & 1 km kaccha Carriage) 176.68665 M3 P/M3

(b) Stone Chips (195 Km pucca & 5 km unsurafced Carriage) 353.3733 M3 P/M3

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 9069.91 M3 P/M3

3A Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

(i) 80 mm dia nominal bore from PVC tank to Distribution main 252.00 M P/M 253.35

(ii) 65 mm dia nominal bore used for washout and overflow from PVC Tank 84.00 M P/M

(iii) 50mm dia Pipe from T/well to PVC Tank 315.00 M P/M

3B Providing and laying High Density Polyethyene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard, like ISI-4984/1995 and various grades like PE-80, PE-100 including required specials. Rates are inclusive of , all taxes and duties (Exise duty @12.50% & CST @ 2% against Form 'C'), labour cess, contractor profit and overhead charges all complete as per direction of Engineer-in-charge.

(i) HDPE pipe of materials grade PE100- PN10 (dia in mm)

90mm dia Pipe 2625.00 M P/M

75mm dia Pipe 8013.00 M P/M 1012

63mm dia Pipe 10684.00 M P/M

(ii) HDPE pipe of materials grade PE100- PN8 (dia in mm) 677 592

50mm dia Pipe 5388.00 M P/M

40mm dia Pipe 0.00 M P/M

3C Providing all materials labours tools, fittings, specials and tackles for fitting, jointing and connecting HDPE pipes. Rs.0.00

5% of the cost of HDPE Pipe

4 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

80mm dia Pipe 42 Nos. Each

65mm dia Pipe 42 Nos. Each

50mm dia Pipe 21 Nos. Each

40mm dia Pipe 0 Nos. Each

5 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) , necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard specifications & direction of E/I. 105 Nos. Each

Work for additional depth

Brick work (1:4) in foundation

Plaster (1:3)(13.11.1)

6 Carriage 10% of item 5

7A 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 210000 Ltrs. P/Ltr.

7B Providing and fixing MS clamp consisting of 32mm x 5mm thick two no. rings spaced suitably distance apart around the tank and six nos. L type flats suitably connected with the rings and the other leg suitably connected with the top of the steel structure as per dirction of E/I.

8A Supplying all materials labours & fixing 50 mm dia G.I. Pipe for using as filling station etc. all as per S/D of E/I.

(iii) 50mm dia Pipe from distribution main 73.50 M P/M

8B Providing and fixing G.I. fittings

80mm x 80mm x 50mm dia Tee 21 No. Each

50mm dia Bend 21 No. Each

8C 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

8D Providing and faying cement concreate in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing.

4.1.3 1:2:4 (1Cement :2coarse sand :4grade stone aggregate 20 mm nominal size)

8E Carriage 10% of item 8C & D

9 Providing and fixing GI extension nipple for water tank pipe, fittings of approved quality and colour.

50mm dia 21 Nos. each

65mm dia 42 No. each

80mm dia 21 No. each

Junior Engineer Assistant Engineer Executive Engineer

P.H.Division,Motihari

Estimate for supply, installation & commissioning of three phase 5 H.P submersible motor pump set with all accessories including extension of L.T. line from nearest source up-to pumping station.

Sl. No. Particulars Quantity Unit Rate Amount

1 Supply Installation, commissioning and testing of three phase 5 H.P. submersible pump set having discharging capacity 5 lps at a total head of 45 meter(approx) of KSB/ Kirloskar or equivalent make with column pipe, electrical cable and all accessories & fittings etc including loading unloading and transportation of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & commissioning as per standards specifications and direction of E/I. 1 (one) job p/job Rs.88,000.00 Rs.88,000.00

(i) 50 mm dia x 3 mtrs long medium class G.I column pipe both end thread and one end socketed- 6(six)nos

(ii) 1x3x2.5 mm2 flat copper conductor submersible cable -40 (forty) mtrs.

(iii) 50 mm dia union socket- 1(one) no.

(iv) 65 mm dia x 250 mm long G.I. nipple- 1 (one) no.

(v) 50 mm dia G.I Elbow—1(One) no.

(vi) 50 mm dia M.S. clamps—2(Two) Pairs.

(vii) 50 mmx 250 mm long G.I nipple- 1(One) no.

(viii) Tube well cap for T/Well – 1(one) no.

(ix) 50 mm dia x 65 mm dia reducer socket –1(one) no.

2 Supply Installation, commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V, 3 phase , 50 c/s for 5 HP Submersible pump set made of MS sheet (minimum 2 mm thick) duly spray power coated painting with following accessories made of M.S sheet (minimum 2mm thick) duly spray powder coated painting with following accessories

(i) 90-220 V range three phase7. 5 KVA automatic voltage stabilizer make- Sen & Pandit/ Vertex/ISI marked If any. 1 No.

(ii) Suitable three phase starter control panel for above motor of BCH /L&Tmake – 1(one) no. 1 (one) job p/job Rs.45,500.00 Rs.45,500.00

3 Supplying & fitting 2.5 mm2 copper service cable from power point from nearest source up-to pumping station.. 20 mtrs P/Mt Rs.130.00 Rs.2,600.00

4 Providing all materials and labour required for doing earthing station with G.I earth pipe of 40 mm dia x 4.5 mtrs 20fts. long G.I pipe including accessories excavation of earth , providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with salt, charcoal,etc.as per IE & IS specification. 1 job p/job Rs.2,803.00 Rs.2,803.00

Total Rs. Rs.138,903.00

Add 12% GST = Rs.16,668.36

Grand Total = Rs.155,571.36

Executive Engineer P.H.Division,Biharsharif

Estimate for supply, installation & commissioning of single phase 3 H.P submersible motor pump set with all accessories including extension of L.T. line from nearest source up-to pumping station.

Sl. No. Particulars Quantity Unit Rate Amount

1 Supply Installation, commissioning and testing of single phase 3 H.P. submersible pump set having discharging capacity 3.35 lps at a total head of 35 meter(approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportation of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & commissioning as per standards specifications and direction of E/I. 1 (one) job p/job

(i) 50 mm dia x 3 mtrs long medium class G.I column pipe both end thread and one end socketed- 6(six)nos

(ii) 1x3x2.5 mm2 flat copper conductor submersible cable -40 (forty) mtrs.

(iii) 50 mm dia union socket- 1(one) no.

(iv) 65 mm dia x 250 mm long G.I. nipple- 1 (one) no.

(v) 50 mm dia G.I Elbow—1(One) no.

(vi) 50 mm dia M.S. clamps—2(Two) Pairs.

(vii) 50 mmx 250 mm long G.I nipple- 1(One) no.

(viii) Tube well cap for T/Well – 1(one) no.

(ix) 50 mm dia x 65 mm dia reducer socket –1(one) no.

2 Supply Installation, commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V, 3 phase , 50 c/s for 3 HP Submersible pump set made of MS sheet (minimum 2 mm thick) duly spray power coated painting with following accessories made of M.S sheet (minimum 2mm thick) duly spray powder coated painting with following accessories

(i) 90-220 V range single phase7. 5 KVA automatic voltage stabilizer make- Sen & Pandit/ Vertex/ISI marked If any. 1 No.

(ii) Suitable single phase starter control panel for above motor of BCH /L&Tmake – 1(one) no. 1 (one) job p/job

3 Supplying & fitting 2.5 mm2 copper service cable from power point from nearest source up-to pumping station. 20 mtrs P/Mt

4 Providing all materials and labour required for doing earthing station with G.I earth pipe of 40 mm dia x 4.5 mtrs 20fts. long G.I pipe including accessories excavation of earth , providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with salt, charcoal,etc.as per IE & IS specification. 1 job p/job

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Motihari

Estimate for the work - House service connection

S.No. Description Qty Unit Rate Amount

1A Providing and fixing MDPE (PE 80 GradeCompound) pipes PN-12.5 (12.5kg/Sqcm) as per ISO 4427 and specification for waterapplication rates are inclusive of , taxes and duties (Exise duty @12.50% &CST @2% against Form 'C'), labour cess, contractor profit and overhead charges all complete asper direction of Engineer-in-charge.complete.

MDPE Pipe 20mm dia nominal bore 6.00 PM

1B Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall

18.10.1 15 mm dia nominal bore 1.1 PM

1C Providing and laying cement concreate in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing.

4.4.1 1:2:4 (1 Cement :2 coarse sand :4 grade stone aggregate 20 mm nominal size)

Providing SWR pipe as support with concrete work to the standing GI Pipe

12.78.2 Providing & fixing of SWR Pipe of 110mm dia= 1.0 PM

2 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and amming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 1.06 CuM

4 Providing and fixing brass ferrule with CI mouth cover incuding boring and tapping the main:

18.20.1 15mm nominal bore 1 Each

(a) Providing and fixing P.P. Clamp service Saddle (Brass threaded) 1 Each

(b) Providing and fixing female Adopter for adjoining the ferrule to MDPE pipe 1 Each

(c) Providing and fixing female elbow Adopter for adjoining the MDPE pipe to GI Pipe 1 Each

5 Providing and fixing brass bib cock of approved quality :

18.15.1 15 mm nominal bore 1 Each

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Motihari

Estimate for the work -Repairing of House service connection

S.No. Description Qty Unit Rate Amount

1A Providing and fixing MDPE (PE 80 GradeCompound) pipes PN-12.5 (12.5kg/Sqcm) as per ISO 4427 and specification for waterapplication rates are inclusive of , taxes and duties (Exise duty @12.50% &CST @2% against Form 'C'), labour cess, contractor profit and overhead charges all complete asper direction of Engineer-in-charge.complete.

MDPE Pipe 20mm dia nominal bore 4.00 PM

1B Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall

18.10.1 15 mm dia nominal bore 1.1 PM

1C Providing and laying cement concreate in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing.

4.4.1 1:2:4 (1 Cement :2 coarse sand :4 grade stone aggregate 20 mm nominal size)

Providing SWR pipe as support with concrete work to the standing GI Pipe

12.78.2 Providing & fixing of SWR Pipe of 110mm dia= 1.0 PM

2 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and amming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 0.71 CuM

4 Providing and fixing female elbow Adopter for adjoining the MDPE pipe to GI Pipe 1 Each

5 Providing and fixing brass bib cock of approved quality :

18.15.1 15 mm nominal bore 1 Each

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Motihari

Sub Est. No. 6 A

8 M HIGH STEEL STRUCTURE STAGING FOR 10000 LITER PVC TANK

S.N. Particulars Quantity Unit Rate Amount

1 10.3 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved primer all complete

for 8M high staging with ladder of ISA65x65x6 and 16mm dia MS bar as trade @ 400mm c/c and GI enclosure to house electric switch panel & treatment unit (where required) of suitably designed MS section of angle, channel, etc. as per drawing attached. 4240 Kg P/Kg

2 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including ressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil

base of footing

3- 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.

base of footing

4- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

base of footing

5 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

base of footing

6 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,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)

base of footing

Column below GL

Column above GL

7- 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for.

8- 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

8 mm to 16 mm tor steel

Total Reinforcement. @1.25% of Vol. Of Concrete (Kg/cuM) = 446.24 Kg. P/Kg.

9 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead (50% of E/W in excavation) 10.514 M3 P/M3

10 13.26 Neat cement punning

11- 10.7.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.

Using flats 30x6 mm for diagonal braces and central cross piece.

12- 12.1.4 Providing corrugated G.S. sheet roofing fixed with G.I.J. or hooks, bolts and nuts 8 mm diameter with bitumen and G. I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60°) excluding the cost or purlins, rafters and trusses.

0.8mm thick with zinc coating not less than 275 gm/mz

Deduct for door & window

13 10.19 Providing and fixing anchor bolt of 20 mm dia and 0.60 Mtr length (bolt, washer & double nut) embedded in R.C.C pedestal all complete as per direction of Engineer in charge. @4x4x1.60kg 25.60 Kg P/kg

14- 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

New steel work (two or more coats)

15 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) 990 Nos. %0 nos.

(b) Coarse sand (150 Km pucca + 1 Kaccha Carriage) 3.44 M3 P/M3

(c) Stone Chips (162 Km pucca & 5 km unsurafced Carriage) 6.695 M3 P/M3

(d) Local Sand ( 2 Km Pucca + 1 Km Kachha lead) 3.53 M3 P/M3

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Motihari

Sub Est. No. 6 B

Construction of RCC Staging 4.0M x 3.0M x 8.0M High for 10000 liter water tank

S.N. Code No. Particulars Quantity Unit Rate Amount

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including ressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil

base of footing

2- 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.

base of footing

3- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

base of footing

4 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

base of footing

5 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,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)

base of footing

Column below GL

Column above GL

6- 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for.

7- 6.1.14 A Brick work with bricks of class designation 100A in foundation and plinth in :

Cement mortar 1:6 (1 Cement : 6 Sand)

No Length Width Height (av.) Sub Qty.

8 A- 5.2.2 Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth

1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (M20)

In band at plinth

Beam in roof slab

Tie Beam at 3.0M hieght and at 5.5M height

8 B- 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for:

Lintels, beams, plinth beams etc.

In band at plinth

9- 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in :

Cement mortar 1:6 (1 Cement : 6 Sand)

Extra for brick work in superstructure above plinth upto V floor

Deductions 10.317

Total deduction 1.230

Net Quantity 9.087 9.087 M3 P/M3

10 A- 5.2.2 Reinforced cement concrete work in wall (any thickness), inclusing attached pilasters, buttresses, plinth and string courses, fillets, coloumns, plinth and string courses, pillars, piers, abutments, posts and struts etc. upto five floor level excluding the cots of centring, shuttering, finishing and reinforcement.

1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (M20)

In stiffners from GL to Roof

10 B- 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for:

Lintels, beams, plinth beams etc.

11A - 5.2.2 Reinforced cement concrete work in wall (any thickness), inclusing attached pilasters, buttresses, plinth and string courses, fillets, coloumns, plinth and string courses, pillars, piers, abutments, posts and struts etc. upto five floor level excluding the cots of centring, shuttering, finishing and reinforcement.

1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (M20)

No Length Width Height (av.) Sub Qty.

11B - 5.9.4 Centering and shuttering including strutting, propping etc. and removal of form for:

12 A- 5.2.2 Providing R.C.C. M-150 with nominal mix of (1:1.5:3) (M20) in roof slab

No Length Width Height (av.) Sub Qty.

Roof slab for room

Bottom slab for RCC Tank wall 12 11.48

12 B- 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for:

Roof slab for room & Bottom slab for RCC tank

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

5.22.7B 8 mm to 10 mm tor steel

14- 22.5 Providing and laying in sssitu five course water proofing treatment with glass fiber tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm, 2nd & 4th course of bonding material @ 1.6 kg. per sqm. Which shall consist of blown type bitumen of grade 85/25 confirming to IS: 702, third layer of glass fiber tissue course as specified, fifth, the top most layer of stone grit 6mm and down size of pea gravel spread @ 6dm2 per sqm including preparation of surface excluding grading for slope etc. complete.

15 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.

16 Providing and fixing the M.S. grill of required pattern in frames of windows etc. with M.S. flat. Square or round bars etc. all complete

9.48.1 fixed to steel windows by welding.

17- 5.18.3 Providing precast cement concrete jali 1:2:4 reinforced with 1.6mm mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 etc. all complete excluding plastering of the jambs sills & soffits. (25 mm thick)

18- 13.24.2 Providing 6 mm thick cement plaster to ceiling of mix 1:4

No Length Width Height (av.) Sub Qty.

Outside projection

19- 13.11.4 12mm Cement plaster in coarse sand

1:6 (1cement : 6 Coarse Sand)

No Length Width Height (av.) Sub Qty.

Deduction 201.804

Net Deduction 3.600

Net Plaster 198.204 198.204 M2 P/M2

20- 13.11.4 + 13.26 Providing 12mm cement plaster (1:6) including providing 1.5mm neat cement punning

No Length Width Height (av.) Sub Qty.

21- 11.3.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) finished with a floating coat of neat cement punning etc.

40mm thick with 20mm nominal size stone aggregate

Less for foundation

22- 10.12 Providing and fixing steel glazed windows of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embeded in cement concrete blocks 15x10x10cm concrete blocks (1:3:6) or with wooden plugs and screws or rawl including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer including the cost of metal bidding and other fitting all complete as per direction of E/I

23- 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

New work ( three or more coats) 273.35 M2 M2

24- 13.81.3 + 13.82.1 Applying priming coat & painting with ready mixed paint of approved brand and manufacture in all sheds to give an even shade

with ready mixed zinc chromate yellow primer of app. Brand on new steel work (two or more coats)

25 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete..

Providing MS ladder 50mm x 50mm x 6mm.

26 Providing railing at the top with 25mm GI pipe. 51.00 Mtr P/Mtr

27- LS Providing lighting arrangement both inside & outside the pump house including fitting & fixing two nos., tube lights inside the pump house ad one no. of Vapor Halogen light outside with all necessary electrical power wiring with suitable PVC sheathed copper conductor of ISI mar as per direction of E/I. 1 No. Each Rs.0.00 1

28 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) 5594 Nos. %0nos. 5593.628

(b) Coarse sand (50 Km Carriage) 14.300 M3 P/M3 Rs.780.73

(c) Stone Chips (200 Km Carriage) 17.500 M3 P/M3 Rs.1,498.23 14.30

(d) Local Sand ( 2 Km. Pucca & 1Km Kachcha lead) 3.066 M3 P/M3 Rs.235.49

Construction of 2.10x2.40mx2.4 m high of Switch Room Cum Chlorinator room

Sl. No. Particulars Qtty. Unit Rate Amount

1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including ressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil

base of footing 4 0.50 0.50 1.20 = 1.200

Under Tie beam 2 1.90 0.25 0.275 = 0.261

2 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.

Under Tie beam 2 1.90 0.25 0.10 = 0.095

3 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

base of footing 4 0.50 0.50 = 1.000

Under Tie beam 2 1.90 0.25 = 0.950

4 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

base of footing 4 0.50 0.50 0.100 = 0.100

5 Providing and laying in position Reinforcement cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

base of footing 4 0.25 0.25 3.25 = 0.813

6 Centring and shuttering including strutting, propping etc. and removal of form for.

7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

8 mm to 16 mm tor steel

5.22.1E Total Reinforcement @80 of vol. of Concrete (Kg/cuM) 151.34 Kg. P/Kg.

8 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead (50% of E/W in excavation) 0.848 M3 P/M3

9 12mm thick C.P. (1:4) in floor with Neat cement punning

10 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6 mm for diagonal braces and central cross piece.

11 Brick work with bricks of class designation 100A in Cement mortar 1:6 in foundations and plinth in extra for Brick work in superstructure above plinth level upto floor V

Deduct for door & window

12 13.79.1 Painting on primer water proofing paint of approved brand and manufacture in all shades to give an even shade New surface wall (two or more coats) 49.650 M2 P/M2

13 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade New steel work (two or more coats)

14 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) 2420 Nos. P/‰

(b) Coarse sand (44 Km pucca Carriage) 3.344 M3 P/M3

(c) Stone Chips (110 Km pucca Carriage) 2.095 M3 P/M3

(d) Local Sand ( 3 Km. Pucca+ 1Km kaccha lead) 2.976 M3 P/M3

Executive Engineer

P. H. Division, Motihari

Sub Estimate No. - 6

Sub Estimate No. - 8

Construction of 2.10x2.40mx2.4 m high of Switch room.

Sl. No. Particulars Qtty. Unit Rate Amount

1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including ressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil

base of footing 4 0.50 0.50 1.20 = 1.200

Under Tie beam 2 1.90 0.25 0.275 = 0.261

2 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.

base of footing 4 0.50 0.50 0.10 = 0.100

Under Tie beam 2 1.90 0.25 0.10 = 0.095

3 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

base of footing 4 0.50 0.50 = 1.000

Under Tie beam 2 1.90 0.25 = 0.950

4 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

base of footing 4 0.50 0.50 0.100 = 0.100

5 Providing and laying in position Reinforcement cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

base of footing 4 0.25 0.25 3.25 = 0.813

6 Centring and shuttering including strutting, propping etc. and removal of form for.

7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

8 mm to 16 mm tor steel

5.22.1E Total Reinforcement @80 of vol. of Concrete (Kg/cuM) 151.34 Kg. P/Kg. 97.10 14694.88

8 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead (50% of E/W in excavation) 0.848 M3 P/M3 123.90 105.01

9 12mm thick C.P. (1:4) in floor with Neat cement punning

10 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6 mm for diagonal braces and central cross piece.

11 Brick work with bricks of class designation 100A in Cement mortar 1:6 in foundations and plinth in extra for Brick work in superstructure above plinth level upto floor V

Deduct for door & window

12 13.79.1 Painting on primer water proofing paint of approved brand and manufacture in all shades to give an even shade New surface wall (two or more coats) 49.650 M2 P/M2 81.20 4031.58

13 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade New steel work (two or more coats)

14 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) 2159 Nos. P/‰ 785.23 1695.66

(b) Coarse sand ( 44 Km. Pucca & 1 Km. Kaccha lead) 1.062 M3 P/M3 1530.25 1625.58

(c) Stone Chips ( 195 Km. Pucca & 5 Km. Kaccha lead) 2.180 M3 P/M3 2208.97 4815.87

(d) Local Sand ( 3 Km. lead) 2.976 M3 P/M3 232.66 692.49

Executive Engineer

P.H. Division, Biharsharif

Sub Estimate No.-07

OPERATION & MAINTENANCE COST FOR FIVE YEARS EXCLUDING ENERGY CHARGES

S.N. Description Estimated Cost As per Yard Stick % of maintenance % annual depreciation rate ( r ) Base Year rate (col 3 * col. 4) Quantity Rate after depreciation= col.6 *{1+(r/100)}^t Unit Amount

A Honorarium of Pump operator

a Pump operator ( for 365 Days) For 21.00 No. wards = 252 Rs.4,000.00 Per day Rs.1,008,000.00

Sub Total - Part -A Rs.1,008,000.00

B Infrastructure maintainance

a Masonary chamber ₹ 0.00 1.00% 2 ₹ 0.00 1 Rs.0.00 Per Year Rs.0.00 1.131408213

b Mechanical and Electrical Components ₹ 0.00 2.50% 5 ₹ 0.00 1 Rs.0.00 Per Year Rs.0.00

c Distribution line ₹ 0.00 0.25% 2 ₹ 0.00 1 Rs.0.00 Per Year Rs.0.00

d House connection ₹ 0.00 1.00% 5 ₹ 0.00 1 Rs.0.00 Per Year Rs.0.00

e RCC Structure ₹ 0.00 0.50% 1.50 ₹ 0.00 1 Rs.0.00 Per Year Rs.0.00

g Chlorinator ₹ 0.00 0.50% 2.5 ₹ 0.00 1 Rs.0.00 Per Year Rs.0.00

Sub Total - Part -B Rs.0.00

C Cost of Chemical for one year

Chlorine demand( for 2 ppm and 30% Cl solution) 0.01515151515

Sub Total - Part -C Rs.280,719.68 115

D Cleaning of OHT at an interval of 4 months and regular cleaning of campus 21 Rs.1,000.00 Each Job Rs.21,000.00 26.97530864 41.97530864

Sub Total - Part -D Rs.21,000.00

Provision for water charges, 18% GST, 15% CPOH and 1 % Labour Cess (multiplying factor 1.4226 of Base Rate)=1.4226*(A+B+C+D) 1863207.21 (Including 18% GST)

( E) Operation & Maintenance for One Year (A+B+C+D) 1,863,207.21 (Including 18% GST)

(F) Operation & Maintenance for Five Year =(F*5) 9,316,036.05 (Including 18% GST)

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division,Motihari

Sub Estimate No.-7

O & M cost for 5 year

S.N. Description Quantity Rate Unit Amount

A Cost of Operation & Maintenance

B Cost of Maintenance

a 1 O&M cost of Civil structure (2% of Switch room & Masonary chamber) 0 Rs.2,237.50 Each Rs.0.00

a O&M cost of Civil structure (2% of Staging & Masonary chamber) 1 Rs.14,342.70 Each Rs.14,342.70

b O&M cost of Electrical and Mechanical Item 1 Rs.2,400.00 Each Rs.2,400.00

c O&M cost of Chlorination Including chlorinator 1 Rs.4,500.00 Each Rs.4,500.00

d O&M cost of Distribution System-16000/-Km X (----- Km / year) 26.710 Rs.16,000.00 PKm Rs.427,360.00

Total = Rs.448,602.70

Grand Total for with 18% GST Difference (Multiplying Factor - 1.0633) Rs.476,999.25

C Cost of Energy charges

HP of pump = 3 HP

Opreting Houre Average running 8 Hours/Day

Unit Expenditure per year 7253.81 Unit

Energy Charges @ Rs. 8.31 per Unit Rs. 60,279.12

Fixed charges (3HPx100x365/30) 1 Rs. 100.00 Per HP per month Rs. 1,216.67

duty charges @ 6% of energy charges Rs. 3,616.75

Total = Rs. 65,112.54

Grand Total A+B+C= Rs. 697,645.59

Therefore Annual Maintenance for one Year Rs. 697,645.59

Therefore Maintenance for five Year Rs. 3,488,227.95

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Motihari

Sub Estimate No.-7

O & M cost for 5 year

S.N. Description Quantity Rate Unit Amount

A Cost of Operation & Maintenance

B Cost of Maintenance

a O&M cost of Civil structure (2% of Staging & Masonary chamber) 1 Rs.0.00 Each Rs.0.00

b O&M cost of Electrical and Mechanical Item 1 Rs.2,400.00 Each Rs.2,400.00

c O&M cost of Chlorination Including chlorinator 1 Rs.900.00 Each Rs.900.00

d O&M cost of Distribution System-16000/-Km X (----- Km / year) 26.710 Rs.16,000.00 PKm Rs.427,360.00

Total Rs.430,660.00

C Cost of Energy charges

HP of pump = 5 HP

Opreting Houre Average running 8 Hours/Day

Unit Expenditure per year 12089.68 Unit

Energy Charges @ Rs. 2.65 per Unit Rs. 32,037.64

Fixed charges per month Rs. 350.00 Per Month/KW Rs. 17,389.26

Meter rent @ 100/Month 1 Nos. 100 Rs. 100.00

18% GST on Meter Rent 1 Nos. Rs. 118.00

duty charges @ 6% of energy charges Rs. 1,922.26

Total = Rs. 51,567.16

Grand Total A+B+C= Rs. 630,796.76

Therefore Annual Maintenance for one Year Rs. 630,796.76

Therefore Maintenance for five Year Rs. 3,153,983.80

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Biharsharif

Sub Estimate No.-7

O & M cost for 5 year

S.N. Description Quantity Rate Unit Amount

A Cost of Operation & Maintenance

B Cost of Maintenance

a O&M cost of Civil structure (2% of Staging & Masonary chamber) 1 Rs.0.00 Each Rs.0.00

b O&M cost of Electrical and Mechanical Item 1 Rs.2,400.00 Each Rs.2,400.00

c O&M cost of Chlorination Including chlorinator 1 Rs.900.00 Each Rs.900.00

d O&M cost of Distribution System-16000/-Km X (----- Km / year) 26.710 Rs.16,000.00 PKm Rs.427,360.00

Total Rs.430,660.00

C Cost of Energy charges

HP of pump = 5 HP

Opreting Houre Average running 8 Hours/Day

Unit Expenditure per year 12089.68 Unit

Energy Charges @ Rs. 2.65 per Unit Rs. 32,037.64

Fixed charges per month Rs. 350.00 Per Month/KW Rs. 17,389.26

Meter rent @ 100/Month 1 Nos. 100 Rs. 100.00

18% GST on Meter Rent 1 Nos. Rs. 118.00

duty charges @ 6% of energy charges Rs. 1,922.26

Total = Rs. 51,567.16

Grand Total A+B+C= Rs. 630,796.76

Therefore Annual Maintenance for one Year Rs. 630,796.76

Therefore Maintenance for five Year Rs. 3,153,983.80

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Biharsharif

Sub Estimate No.-08

COST OF ENERGY CHARGES FOR FIVE YEARS

S.N. Description Quantity Rate Unit Amount

1 Cost of Energy charges for One no. scheme

HP of pump =3HP 3.00

Opreating Hour Average running 8 Hours/Day

Unit Expenditure per year 7253.81 Unit

Energy Charges @ Rs. 2.60 Per Unit Rs. 18,859.89

Fixed charges (3HPx100x365/30) 1 Rs. 100.00 Per HP per month Rs. 3,650.00

duty charges @ 6% of energy charges Rs. 1,131.59

Total Rs. 23,641.49

Therefore,Total Cost of Energy Charges for One Year Rs. 23,641.49

Hence, Total Cost of Energy Charges for Five Years Rs. 118,207.44

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division,Motihari

Sub Estimate No.-08

COST OF ENERGY CHARGES FOR FIVE YEARS

S.N. Description Quantity Rate Unit Amount

1 Cost of Energy charges for One no. scheme

HP of pump =3HP 3.00

Opreating Hour Average running 8 Hours/Day

Unit Expenditure per month 596.20 Unit

Energy Charges @ Rs. 2.60 Per Unit Rs. 1,550.13

Fixed charges (3HPx100x365/30) 1 Rs. 100.00 Per HP per month Rs. 300.00

duty charges @ 6% of energy charges Rs. 93.01 2.45

Total Rs. 1,943.14

Therefore,Total Cost of Energy Charges for One month Rs. 1,943.14

Hence, Total Cost of Energy Charges for Five Years Rs. 9,715.68

Say Rs.9,716.00

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division,Motihari

MAMARKHA W.NO.-15 & 17

Ramgarhwaha Wno.-08

Lakhaura Wno.-01

Lakhaura Wno.-03

Lakhaura Wno.-04

Madhubani Ghat Wno.-01

TENDER Re-NIT No – 02 / 2026-27 / (LoT / PRD) Original NIT-18/2024-25

DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25. NUMBERS OF SCHEMES - 21

Date of Tender :-

Estimated Cost:- Rs.46,012,000.00

Earnest Money :- Rs.920,300.00 Rs.46,012,000.00

Time of Completion :- 6 MONTHS 23006000.00 0.5

Cost of BSEDC Bid processing fee:- As Per eproc2 11503000.00 0.25

Cost of BOQ :- Rs 10,000.00 (to be paid online) 4601200.00 0.1

Name and Address of the Bidder

Sl. No. Particulars Qty. Unit Rate

In Figure In word Amount in Rs

ITEM WISE COST BREAKUP

DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25. NUMBERS OF SCHEMES - 21

SECTION – A : EXECUTION PART

1 150mm X100mmx 125m deep T/W etc. all complete and as per direction of E/I. 21 No. Rs.0.00

2 Constructing masonry Chamber 100x100x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Tube Well, and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , necessary excavation, foundation concrete 1:2:4(1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick with 5% cico fnished with a floating coat of neat cement, out side plastering with cement mortar 1:4 (1 cement : 4coarse sand) 12 mm thick complete as per standard specifications & direction of E/I. 21 No. Rs.0.00

3 Supply Installation, commissioning and testing of single phase submersible pump set of different capacity of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportation of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & commissioning as per standards specifications and direction of E/I. 21 No. Rs.0.00

4 Providing and Laying Distrbution network of High Density Polyethyene pipe (HDPE pipe) including 10000 liter PVC tank installed at 8M high MS staging etc all complete as per direction of E/I.

6 Providing house connection for each house hold including supplying all materials, labours, tools and making ferrule connection with 20 mm dia MDPE and 15mm GI Pipes with all fittings etc all complete. 1899 No. Rs.0.00

7 Providing and erecting 8M high staging with ladder of ISA65x65x6 and 16mm dia MS bar as trade @ 400mm c/c and GI enclosure to house electric switch panel & treatment unit (where required) of suitably designed MS section of angle, channel, etc. as per drawing attached. 17.00 No. Rs.0.00

7A Construction of 2.10x2.40mx2.4 m high of Switch room. 4.00 Rs.0.00

8 Installation of Electronically Regulated Doser type chlorinator using Sodium Hypo Chlorite (Hypo NaOCl). 21.00 No. Rs.0.00

9 Surveying and levelling using Total Station/DGPS or auto level instruments of the project area including transfer of relevant bench mark to establish the levels of strategic points at the selected position of the T/Well, pumping station & attach the surveying data sheet with design & drawing of pipe line, map of location of HYDT & Steel structure etc. all complete work.

Total Km = 26.71 Km Rs.0.00

Sub Total-A Rs.0.00

SECTION – B : TRIAL AND RUN FOR THREE MONTHS

9 Cost of Applying for Taking Electricity connection including installation of Electric Meter on the scheme. 21 Each Rs.0.00

10 Cost for Electricity charges for a period of 3 months ( TRC) (As per sub Estimate no.-A-1) @ Rs.2.45/unit [ FOR 3hp] 21 Each Rs.0.00

11 For 2 PPM & 30% Chlorine solution of { Total population served ( say = 400 nos. (avg.) / scheme )} *81*2/1000000)*(100/30)*3months*30* No.of schemes (19.44 per litre x 150 = 2916.00) 21 Each Rs.0.00

Sub Total-B Rs.0.00

Total Cost of (A+B) Rs.0.00

NOTE - Any existing work such as t/w / pipe line or others is in workable condition then that component will be used and new construction (duplicacy of any component) will not be allowed for that work.

Executive Engineer

P.H.Division, Motihari

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P.H. DIVISION, MOTIHARI

ESTIMATE FOR THE WORK:- DESIGN, CONSTRUCTION, SUPPLY, TESTING AND COMMISSIONING OF PIPED WATER SUPPLY SCHEMES FOR HABITATIONS LEFT OUT UNDER ''HAR GHAR NAL KA JAL'' NISCHAY YOJNA IN AREAS HAVING NO GROUND WATER QUALITY ISSUES; WITH ELECTRIC DRIVEN PUMPS ON TURN-KEY BASIS WITH 3 MONTHS TRIAL RUN PERIOD UNDER MUKHYA MANTRI GRAMEEN PAYJAL NISHCHAY YOJNA (NON QUALITY AFFECTED) IN DIFFERENT PANCHAYATS IN BLOCK- HARSIDDHI, DISTRICT - EAST CHAMPARAN UNDER P.H. DIVISION, MOTIHARI FOR YEAR 2024-25.

The provisions made for this scheme with proposed house connection as tabulated below :-

Sl. No. Block Panchayat Tola Ward No. No. of Households in the Tola Type and size of Tubewell Pipe line Capacity of Motor Switch Room 8 m High RCC Staging

90mm 75mm 63mm 50mm 40mm Total length of pipe line 2 H.P. 3 H.P.

1 HARSIDDHI GAIGHAT Adarsh tola WARD-10 98 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 255.00 340.00 130.00 0.00 850 0 1 0 1.00

2 HARSIDDHI GAIGHAT Gaighatchowk WARD-09 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 396.00 528.00 271.00 0.00 1320 0 1 0 1.00

3 HARSIDDHI GAIGHAT Badharwa WARD-07 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 495.00 660.00 370.00 0.00 1650 0 1 0 1.00

4 HARSIDDHI GAIGHAT Roop dih WARD-04 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 414.00 552.00 289.00 0.00 1380 0 1 0 1.00

5 HARSIDDHI GAIGHAT Teen tola WARD-08 89 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 375.00 500.00 250.00 0.00 1250 0 1 0 1.00

6 HARSIDDHI UJJAIN LOHIYAR Singh tola WARD-04 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 375.00 500.00 250.00 0.00 1250 0 1 1 0.00

7 HARSIDDHI UJJAIN LOHIYAR Janta sahni tola WARD-01 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 450.00 600.00 325.00 0.00 1500 0 1 0 1.00

8 HARSIDDHI UJJAIN LOHIYAR Sigh bali singh tola WARD-03 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 435.00 580.00 310.00 0.00 1450 0 1 0 1.00

9 HARSIDDHI UJJAIN LOHIYAR Dera tola WARD-09 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 405.00 540.00 280.00 0.00 1350 0 1 0 1.00

10 HARSIDDHI UJJAIN LOHIYAR Magnua mushahari tola WARD-14 98 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 495.00 660.00 370.00 0.00 1650 0 1 0 1.00

11 HARSIDDHI BAIRIYA DIH Bairiya WARD-1 95 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 360.00 480.00 235.00 0.00 1200 0 1 0 1.00

12 HARSIDDHI BAIRIYA DIH gauwash tola WARD-05 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 345.00 460.00 220.00 0.00 1150 0 1 1 0.00

13 HARSIDDHI BAIRIYA DIH Noniya tola WARD-12 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 285.00 380.00 160.00 0.00 950 0 1 1 0.00

14 HARSIDDHI MURARPUR MURARPUR WARD-08 105 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 264.00 352.00 139.00 0.00 880 0 1 0 1.00

15 HARSIDDHI MURARPUR Dhobi tola WARD-01 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 435.00 580.00 310.00 0.00 1450 0 1 0 1.00

16 HARSIDDHI PANAPUR RANJITA Ranjita WARD-14 100 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 375.00 500.00 250.00 0.00 1250 0 1 0 1.00

17 HARSIDDHI KIRITPUR Jagdishpur WARD-02 50 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 300.00 400.00 175.00 0.00 1000 0 1 1 0.00

18 HARSIDDHI MATH LOHIYAAR Kali tola WARD-14 98 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 396.00 528.00 271.00 0.00 1320 0 1 0 1.00

19 HARSIDDHI MANIKPUR HASUAHA Manikpur bazar WARD-13 105 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 399.00 532.00 274.00 0.00 1330 0 1 0 1.00

20 HARSIDDHI JAGAPAKAD Barahipatti tola WARD-10 109 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 390.00 520.00 265.00 0.00 1300 0 1 0 1.00

21 HARSIDDHI GHIWADHAR Laukariya WARD-10 102 150mm x 100mm x 125M deep Gravel Packed T/W 125.00 369.00 492.00 244.00 0.00 1230 0 1 0 1.00

Executive Engineer

P.H. Division, Motihari