Bill of Quantity against Tender No - Madhyanchal … · 12-1-2012 S.E., EWC, DEWA ROAD, CHINHAT,...

Tender Specification No.& Corrigendum (if any)

Date of opening

Issuing Authority Particulars

Tender No.22/2011-12

12-1-2012 S.E., EWC, DEWA ROAD, CHINHAT, LUCKNOW.

Constn. Of 33/11KV 1x5 MVA S/s Hariharpur, Distt. Hardoi.



Constn. Of 33 KV Line & 11KV Line for 33/11KV 1x5 MVA S/s Hariharpur, Distt. Hardoi.



Constn. Of 33/11KV 1x5 MVA S/s Hariawan, Distt. Hardoi.



Constn. Of 33 KV Line & 11KV Line for 33/11KV 1x5 MVA S/s Hariawan, Distt. Hardoi.



Constn. Of 33 KV Line from 132/33KV S/s Shahabad to 33/11KV S/s Islamganj, Distt. Hardoi.

REQUIREMENTS AGAINST TENDER NO.22/2011-12,23/11-12,24/11-12,25/11-12 & 26/11-12.

I- EARNEST MONEY: Rs.20,000/- through FDR in favour of S.E., E.W.C., Lucknow must be placed in PART-I of each tender offer separately. II- TENDER COST: Rs.1150/-(Including Taxes) for each offer, through Bank Draft in favour of S.E.,

E.W.C., Lucknow must be placed in PART-I of each tender offer separately, which is non-refundable.

III- COPY OF A- CLASS LICENCE, EXPERIENCE PROOF for construction of 33/11KV S/s & 33KV & 11KV Line etc. must be placed in PART-I of each tender offer separately.

IV- DULY FILLED IN TENDER DOCUMENT ALONGWITH RATES MUST BE PLACED IN PART-II OF EACH TENDER OFFER SEPARATELY.

V- TENDERS MUST BE DROPPED IN TENDER BOX IN THE OFFICE OF S.E.,EWC, IV/3, TRANSMISSION COLONY, DEWA ROAD, CHINHAT, LUCKNOW TILL THE DATE OF OPENING BY 14.00 hrs. WHICH SHALL BE OPENED ON THE SAME DATE AT 16.00 hrs. in between ½ hrs. gap.

VI- DULY FILLED IN TENDERS MAY ALSO BE SUBMITTED 3 DAYS BEFORE DATE OF OPENING AT THE OFFICE OF CHIEF ENGINEER, LUCKNOW ZONE, INDRALOK HYDEL COLONY, KRISHNA NAGAR, LUCKNOW OR AT M.D.OFFICE AT 4-A, GOKHLE MARG, LUCKNOW.

INSTRUCTIONS TO TENDERERS AGAINST TENDER NO. 22/2011-12,23/11-12,24/11-12,25/11-12& 26/11-12.

1- The Tenderers should quote the rates only after inspection of site and study of relevant drawings of RESSPO in respect of the work which is available in the office of the SE, Electricity works Circle, Executive Engineer, Electricity Works Division, Transmission Colony, Dewa Road, Chinhat, Lucknow.

2- The quoted rates should be inclusive of all Taxes, except Service Tax, if applicable as per govt. rules. 3- All tools & T&P, welding equipment, crane, scaffolding, rigging material, consumables, hardware etc.

required for installation shall be arranged by the contractor at his own cost. No compensation/ payment against idle labour of the contractor shall be made by the Deptt. Labour must be engaged as per Labour Laws.

4- In case any fault/ damage occurs in cable jointing kit/ termination during the guarantee period, it shall be replaced and fixed by the contractor at his own cost. The work shall be carried out immediately.

5- Loss or damage to the works or materials to be incorporated in the works between the date of start and

end of the defects correction period, shall have to be rectified by the contractor at his own cost, if the loss or damage occurs due to act or omission of contractor.

6- The contractor shall provide experienced technically qualified supervising engineers for supervision. The

contractor shall engage only competent skilled workers. The name of the Supervisor and his attested signatures, Mobile No. shall be intimated to Executive Engineer, Electricity Works Division, Lucknow. The supervisor shall be authorized person to receive the material from departmental stores and issue a receipt for the same.

7- The scrap length of cable and other material issued from store, shall be returned by the contractor to the engineer or his authorized representative.

TERMS & CONDITIONS AGAINST TENDER NO. 22,23,24,25 & 26/2011-12

1- The work will be carried out as per approved relevant drawings of RESSPO & instructions of E.E., Electy. .Works Division, Lucknow.

2- The work will be carried out under the supervision of EE, Electy. Works Division, Lucknow. 3- The material shall be supplied from nearby Central Store or Dump Store of JE concerned. 4- The route of the line shall be finalised by the Executive Engineer, Electy. Works Division, Lucknow. 5- The final survey for fixing the line supports and alignment etc. shall be carried out by the contractor which he will get approved by the Engineer in charge before starting the execution of work. 6- All the material to be supplied by the contractor for the construction of S/s and line shall conform to relevant approved

drawing and the contractor has to ensure that he should get it inspected from E.E., Electy. Works Division, Lucknow before using it for construction of sub-station and line.

7- Departmental material shall be issued to the contractor through proper invoice. No extra payment shall be made to him for storage and safety of material.

8- VARIATION IN QUANTITY : The quantity as mentioned in schedule of works and rates for construction of 33KV/11KV Line & Sub-station may vary upto + 10% The work mentioned in some items may not be required to be executed or may be modified as per actual requirement. As such the contractor will carry out the work as per actual requirement under instruction of Engineer-in-charge.

9- Payment will be made by the Executive Engineer, Electricity Works Division, Lucknow against bills subject to the availability of funds.

10- No claim for interest or damaged will be entertained by the department with respect to any money or balances which may be lying with the Corporation owing to any disputes, differences or misunderstandings between Engineer in-charge on the one hand & the Contractor on the other hand or with respect to any delay on the part of the Engineer in-charge in making periodical or final payment or in any other respect whatsoever.

11- The decision of the Executive Engineer, Electricity Works Division, Lucknow about the quality of the work will be binding on the contractor.

12- COMPLETION PERIOD: The work shall be completed within three months from the date of LOI/signing of the Contract subject availability of departmental material and clearance of site.

13- PENALTY : shall be levied as per provisions of Form-A of UPPCL. 14- SECURITY : The contractor shall deposit 10% value of the agreement as security deposit in favour of Executive Engineer,

Electy. Works Division, Lucknow towards faithful execution of the work carried out by him which shall remain with the department for maintenance period of six months after commissioning of jobs. If defect found during this period due to bad workmanship or any other mistake in the job carried out by the contractor it shall be rectified by him free of cost. In case the contractor does not deposit security this shall be deducted from the running/ final payment to be made to the contractor and shall be refunded after six months of commissioning as above. The earnest money deposited by the Contractor may be adjusted towards security deposit.

15- No claim shall be entertained for labour sitting idle due to stoppage of work or shortage of material etc. to be supplied by the department or due to changes in design or delay in payments or on account of any other reason whatsoever.

16- The Contractor or his authorised representative will remain at site throughout the period during which the work is in progress. The name and attested signature of his authorized representative should be intimated to the Engineer in-charge before the work starts.

17- ESCALATION OF RATES : No escalation of rates over the finally accepted rates for execution of work shall be allowed. 18- DEBITABLE AGENCY: If the Contractor fails to perform the work successfully or discontinues the work before completion

of the period of agreement or the work is discontinued by the department due to poor performance the security money shall be forfeited in all the cases and work shall be got done from debitable agency at the cost of Contractor i.e. all such expenditure incurred by the department to get the work completed shall be recovered from Contractor’s pending bills/ Security/ Earnest Money.

19- OTHER CONDITIONS OF CONTRACT: This agreement shall further be governed by the general conditions of contract Form –A and all relevant labour laws and contract labour (regulation and abolition) Act 1970, Indian Electricity Rules 1956 and Indian Electricity Supply Act 1910, Indian Electricity Act 2003 and Electricity Distribution Code-2005, as amended from time to time.

20- INSURANCE : The contractor shall ensure that his working staff/ labourers are properly insured as per the insurance requirement as MVVNL/ UPPCL shall in no case be responsible for the accident and thus for making payment of any compensation for the accident which may occur due to any reason, whatsoever. All loss/ damage to man power and material during the execution of works will be contractor’s responsibility and financial claims arising thereof as per UPPCL/ Govt. Rules will have to be paid by the contractor or may be recovered from his pending claims in the MVVNL/ UPPCL or by other means.

21- The Electricity for fabrication shall be provided by the Department. 22- The contractor shall be responsible for safety of his personnels and all materials during execution of work. 23- The Service Tax if legally applicable shall be paid extra by the department only when the contractor willl submit the proof

of depositing the service tax to the respective department. 24- Income Tax/ other taxes as legally applicable shall be deducted from the bills of the contractor. 25- The contractor will ensure payment to their labour as per labour laws and Minimum Wages Act. 26- JUDICIAL JURISDICTION : All the disputes out of and touching or relating to subject matter of agreement/ Contract shall

be subject to jurisdiction of local courts of Lucknow and High Court of Judicature at Lucknow Bench only.

ANNEXURE – I

TENDER FORM

(TO BE SUBMITTED IN TENDER BID PART – II) From : To, Superintending Engineer, Electricity Works Circle, Madhyanchal Vidyut Vitran Nigam, U.P. Power Corporation Limited, Transmission Colony, Dewa Road, Chinhat,

Lucknow.

Subject : Tender for____________________________________________________

__________________________________________________________________

against Tender No _________________ due for opening on _________________

Sir,

With reference to your invitation to tender for the above, I/We hereby offer to the U.P.

Power Corporation Limited, the items in the schedule of delivery annexed or such portion thereof as

you determine in strict accordance with the annexed condition of Contract Form – ‘A’ specification

of the satisfaction of the purchaser or in default there of to forfeit to pay to the U.P. Power

Corporation Limited the sum of money mentioned in the said condition. The rates quoted are

inclusive of pro-rata and in full satisfaction of all claims.

I / We agree to abide by this tender for a period of 150 days from the date fixed for

opening of the same.

I / We hereby undertake & agree to execute a contract in the form of annexed hereto in accordance with the condition of contract.

Yours faithfully, Date : Witness :

Signature of Tenderer With seal

ANNEXURE – II

TENDER PROFORMA

(To be filled & submitted by the Tenderer in Tender Bid Part –II) Your tender shall not be considered, if you fail to submit this proforma duly filled. Replies should be

complete without ambiguity and should be clearly written against each item. Terms such as “Refer covering letter etc.” shall not be acceptable you may, how ever, attach extra sheets,

if the space is not sufficient.

Sl

Particulars

1. Specification No. against which you have tendered.

2. Receipt No.& Date by which cost of tender specification was deposited by you.

3. Name & Address of the tenderer.

4. Location of works / offices

5. Weather tenderer is contractor / agents of contractor (authentic proof regarding agents of contractor to be enclosed)

6. Amount of earnest money deposited with full details be submitted here.

7. Quantity offered (If there are too more items state quantities separately with units)

8. Do you agree to all conditions of Form - A & tender specification & if not, state the modifications clearly in the schedule enclosed as annexure which you would desire in Form – A & other terms & conditions (It may please be noted the it shall be entirely at the discretion of the competent authority to accept or reject the modifications proposed.)

9. Pl. state clearly (answer Yes / No.), if you would agree to undertake the supplies in case the medications as suggested in Sl. No. 8 is not acceptable to the corporation without imposing any further condition / conditions from the site.

10.

Name & Detailed address of your Authorised representative against this order / agreement.

11. Name & detailed address of tenderer proprietor/ Partners/ Directors be given.

12. Give two references who can certify your financial status & capability to undertake such supply order one of the reference should be schedule Bank of India.

13. Do you confirm that there are no typographical errors / omissions in your tender & all other documents, forming part of the tender (answer Yes / No)

14. What is the validity of your Tender ? 15. What is the completion / delivery period, pl. state

if the completion is guaranteed under penalty ?

16. Are you aggreable to the complication period being reckoned from the date of receipt of letter of acceptance by you ?

17. Do you agree to furnish security deposit, if order is placed with you (Answer Yes / No) ?

18. What is the term of Payment ? 19. Give Sales Tax registration No. a) Central Sales Tax No b) State Sales Tax No. 20. Pl. enclosed the certified copy of the latest

income tax clearance certificate.

21 Pl. enclosed the list of machines and testing equipments etc. with you for execution of work at site.

22. Weather all the schedule & documents required have been submitted or not ?

TECHNICAL SPACIFICATIONS / PRICES :

23. Is the material offered is according to the specifications of the tendering authority.

24. Have you filled up the schedule of completion of works (Annexure-III) ?

25. Pl. indicate clearly if the quoted prices are Firm & Firm in all respect through out the currency of contract / agreement.

26. If the quoted rate are inclusive/exclusive of Service Tax/ any taxes / duties / other charges, give details of such taxes / duties / other charges.

27. Pl state, if you would claim any other charges over & above the prices as extra, which are not covered above if Yes, Pl. state each separately indicating the amount in Rs. against each on per unit basis.

28. Do you offer any discount and if so, then what is the rebate / discount in Rs. per unit ?

Date :

Signature of the tenderer with Co. seal. Place :

ANNEXURE – III COMPLETION PERIOD

SCHEDULE OF COMPLETION OF WORK(S) AGAINST TENDER No.______________________ DUE FOR OPENING ON ____________ AT 16.00 HRS.

Sl No. Particulars of work Quotated

quantity Completion period

Commencement Rate per month Completion

Date :

Signature of the tenderer with Co. seal. Place :

ANNEXURE – IV DEVIATATION IN GENERAL TERMS & CONDITIONS OF CONTRACTS FORM – A AND OTHER TERMS & CONDITIONS U. P. POWER CORPORATION LIMITED AGAINST TENDER No. ____________________.

( To be filled and submitted by the tenderer in tender Bid Part- II ) The General Conditions of contracts Form – A and other terms & conditions of the specifications have been studies carefully and it is hereby confirmed that all the terms & conditions contained in Form – A and other terms & conditions of specifications under reference are acceptable accept the deviations given below.

Sl No.

Description of clause No. etc.

Stipulated in Form –A / U.P.P.C.L. specification

Deviation offered

Remarks if any

Date :

Signature of the tenderer with Co. seal. Place : Note : In case no, deviation the NIL information should be furnished.

Bill of quantity against Tender No. 22/2011-12 for Construction of 1x5 MVA 33/11 KV S/S Hariharpur, Distt. Hardoi.

SI. Description of Work Unit Qty. Rate Amount 1 Carriage of all the concerning material for construction of 1x5 MVA S/S from Store Centre

Hardoi to JE's dump store & from dump store to the site of work including loading, unloading and proper stacking at the site etc. (Distance Approx. 25 Kms.)

a. 11 KV Incoming Pannel No. 01 b. 11 KV Outgoing Pannel No. 04 c. Line Isolator No. 01 d. Bus Isolator No. 01 e. Lightening Arrestor Set 02 f. 33 KV VCB No. 01 g. 33 KV Single T/F control panel No. 01 h. 33 KV CT No. 03 i. 3x300 sq.mm. 11 KV XLPE Cable Mtr. 60 j. 3x120 sq.mm. 11 KV XLPE Cable Mtr. 240 k. 63 KVA T/F No. 01 l PCC Pole 8.5 mtr. long No. 14 l S.T. Pole 9.0 mtr. long No. 04

m. Other S/S Materials (MS Steel, Channel, Angle, Rail, GI Wire, Earth Wire , Round bar etc.) MT 10 2 First Class Brick work in 1:3 Cement and coarse sand (FM 1.8 to 2.5) mortar in foundation and

plinth suitable for fixing of Post made of MS Angle for barbed wire fencing of S/S and Toe Wall. Post/MS Angle shall be supplied by Deptt. All other material, labour, T&P required for successful completion of work shall be supplied by the contractor. The work includes plastering of Brick work with 1:2 Cement Coarse Sand Mortar 12" above ground level.

Cum.

50

3(a) Providing barbed wire(to be supplied by contractor) fencing including stretching fixing into the post including all materials T&P, labour required for proper completion of work. The weight of the hot dipped GI barbed wire having 12SWG-2 ply wires and 4 point ordinary barbs 100 gm. Per meter.

Kg. 400

3(b) Fabrication of Gate for the outdoor switchyard. All materials such as holding down bolts, hold fasts, the tie rod gales gratings wrought to required shape form, MS Angle, MS Channel, MS sheet bolt nuts wastage etc. and its fixing required for proper completion of work including cost steel shall be arranged by the contractor.

MT 0.2

4 Earth Mat (Outdoor Equipment) :- Laying of earth mat and making grounding arrangement for 33/11 KV S/S as per technical specification of RESPO Drg. No. RES-41, 42, 43 and construction manuals of UPPCL. MS Rod as available shall be supplied by the Deptt. All Electrode, M.S. / G.I Strips shall be supplied by contractor. 75 mm thick layer of gravels shall be laid in the switch yard area covered by the Earth Mat. The gravels are to be supplied by the contractor. All other material T&P labour required for successful completion of work shall be supplied by the contractor.

Sq. Mtr.

880

5 Earthing of Indoor Equipment :- Making Grounding arrangement for 11 KV Switchgear as per Technical Specifications of RESPO Drg. No. RES-40 and Construction manual of UPPCL. Earth strip, Earth electrodes (40 mm MS strip 5/6 mm thick) will be supplied by the contractor. All other material labour T&P shall be supplied by the contractor for successful completion of the work.

Job

01

6 Fabrication, Erection & Grouting of S/S Structure : (A) Terminal Gantry : Digging two Nos. pits of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. providing stone pad at the bottom of the trench and grouting of the two legs of the Terminal Gantry IN CC (Cement, Coarse Sand and Stone grit of 20 mm gauge) in the ratio 1:3:6 including supply of all T&P, shuttering etc. in a block of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. The work consists of dragging, shifting, upto 40 mtr. raising and erecting the two pre-fabricated legs of terminal gantry in proper alignment, level and plumb. Both the plinths of the terminal gantry shall be properly finished with champering of edges. The work includes fabrication of Terminal Gantry 8.23 Mtr. Long as per drawing No. RES-38.

Job

01

(B) Bus Bar Gantry Digging of two Nos. Pits of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. Providing stone pad at the bottom of the trench and grouting of the two legs of the Bus Bar Gantry in CC (Cement, coarse sand and stone grit of 20 mm gauge) in the ratio 1:3:6 including supply of all T&P, shuttering etc. in a block of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. The work consists of dragging, shifting, upto 40 mtr. raising and erecting the two pre-fabricated legs of Bus Gantry in proper alignment level and plumb. Both the plinths of the Bus Bar gantry shall be properly finished with champering of edges. The work includes fabrication of Bus Bar Gantry 6.23 Mtr. long as per RESPO Drawing No.-38 and instruction of Site Engineer.

Job

02

(C) Isolator Structure : Fabrication of isolator structure 3.5 Mtr. in height as per drawing No. RES-39. Digging of two Nos. pits of size 1.075x0.9x0.3 mtr. providing stone pad at the bottom of the pit and grouting pad at the bottom of the pit and grouting of two legs of the isolator structure in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with runner of isolator in proper alignment, level and plumb. Both plinth of the isolator structure shall be properly finished with champering of edges.

Job

02

(D) Lightening Arrestor Post Insulator/Fuse Set/C.T. Structure : Fabrication of Lightening arrestor/post insulator/fuse set structure/ as per drawing No. RES-39. Digging of two Nos. pits of size 1.075 x 0.3 x 0.3 mtr. providing stone pad at the bottom of the pit and grouting of two legs of the above structures in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mt. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with top frame above structures in proper alignment, level and plumb. Both plinths of the structures shall be properly finished with champering of edges etc.

Job

06

7 Plinth for MOCB/VCB : Construction of plinth of size 2.0 mtr. x 1.5 mtr. x 0.9 mtr. suitable for erection of super structure for 33 KV MOCB/VCB including grouting of anchor bolts in proper alignment and level. Scope of work includes excavation of foundation base concreting in RCC 1:4:8 (Cement coarse sand) Ist class brick work in cement mortor of ratio 1:4 as per drawing.

No.

01

8

Plinth of 5 MVA, 33/11 KV T/Fs Construction of plinth of size 3.46 x 3.46 mtr. for 5 MVA to 10 MVA T/F having 0.4 mtr. above

Job

01

ground level. The work includes excavation of foundation base concreting in CC 1:6:12 ratio (cement, fine sand & brick ballast), Ist class brick work in cement mortar of ratio 1:4, foundation, CC in 1:4:8 ratio (cement, fine sand & brick ballast) and RCC working ratio 1:2:4 (cement, coarse sand and stone grit of 20 mm gauge using MS Bars of 10 mm dia (Tor) in reinforcement including its cuttings, bending & binding in required shape. The work also includes laying of 2 nos. 3.46 mtrs. Long each rail pieces complete with cutting welding & proper fitting etc. The plinth will be made as per drawing and instruction of Site Engineer. All Civil material and steel to be supplied by the Contractor except Rail.

9 INSTALLATION OF BUS ISOLATOR, LINE ISOLATOR, L.A. , CT, VCB, (A) Assembling and installation of Line Isolator on the isolator structure, adjusting of opening mechanism in proper alignment so as to ensure smooth operation of the same. In case of line isolator proper operation of earth links shall also be ensured. The work includes fabrication for proper fixing if required.

Job

01

(B) Assembling and installation of Bus Isolator on the isolator structure, adjusting of opening mechanism in proper alignment so as to ensure smooth operation of the same. In case of line isolator proper operation of earth links shall also be ensured. The work includes fabrication for proper fixing if required.

Job 01

(C) Assembling and Installation/mounting of 03 nos. lightening arrestors on L.A. Structure/complete with making earth connections (separate) and line connections. The work includes fabrication for proper fixing if required. MS Plate shall be supplied by the contractor.

Job 02

(D) Installation of 03 nos. CT's on the CT's structure. The work includes fabrication for proper fixing if required.

Job 01

(E) Erection & Commissioning of VCB on Structure of 33 KV VCB complete work. Job 01 10 Well type earthing by way of boring and lowering of "B" class G.I. pipe 50 mm dia from ground

upto the water level (approx. 60 ft. deep) to the lower level of pipe is to be connected to the G.I./MS strip of size 50x6 mm for transformer neutral connection. The earth strip will be welded to the G.I. Pipe. The work also includes cap and clamp for pouring water. The job includes cost of all material (to be supplied by contractor) with all labour & T&P etc. complete in all respect.

Job 02

11 Fabrication and grouting of M.S. Angle 100x50x6 mm in L shape & in proper size and alignment to provide support for the two separate earthing strips for power transformer neutral including supply & fixing of two nos. Flexible copper bonds for neutral earthing. Except Angle all the material and steel to be supplied by contractor.

Job 01

12 Fabrication and erection of cable support made of two pieces of M.S. Angle 65x65x6 mm, 3.0 mtr. long, joined to each other by means of 5 nos. M.S. Flat 50x6 mm pieces of size 150 mm long each by welding at equal intervals as per drawing and grouting in a block of size 300x300x700 mm complete with one coat of ready mixed primer and two coats of Al. Paint. This includes providing of four nos. M.S. Clamp made of M.S. Flat for holding the cable including nuts & bolts and fixing of XLPE Cable. Only angle of above size is to be supplied by the Deptt. Rest material and steel to be supplied by contractor.

Job 01

13

INSTALLATION OF SWITCHGEARS IN CONTROL ROOM. (a) Safe Shifting & erection of 11 KV I/C switchgear from S/S premises to control room. The job include fitting, fixing, grouting of I/C panel as per direction of Site Engineer. All material required such as two no. 100x50x6 mm channels pieces (each 800 mm long including, cutting to size) & foundation volts in 1:2:4 CC (including cutting of CC of the old floor & finishing of the floor etc.) for successful erection of the S/G except S/G all material shall be supplied by contractor. Mounting of 11 KV P.T. on 11 KV I/C S/G included in the job. (b) Safe Shifting & erection of 11 KV O/G switchgear from S/S premises to control room. The job include fitting, fixing, grouting of O/G panel as per direction of Site Engineer. All material required such as two no. 100x50x6 mm channels pieces (each 800 mm long including, cutting to size) & foundation volts in 1:2:4 CC (including cutting of CC of the old floor & finishing of the floor etc.) for successful erection of the S/G. Except S/G all material shall be supplied by contractor.

Job Job

01

04

(c) Fixing and making bus bar connections in between all switchgears after cleaning and tapping with H.T. Tape, empire tape and PVC tape properly, providing and fixing of 6mm thick bakelite separators and plugging of all opening & holes with plastic compound complete work including cost of all material (except copper bus bars) strictly to the satisfaction of Site Incharge.

Job 01

14 Shifting carefully & installation of 33 KV VCB single transformer panel in control room including grouting at above.

Job 01

15 Providing & fixing of protection board made of teak wood with white surmica TOP of size 600x450 mm duly filled with good quality ISI Mark 3 nos. bells, 3 nos. on-off switches , 3 nos. indication lamps with holders, 3 nos. test button switches on wall of switchgear room duly wired with 3/20 SEG PVC Copper wire, complete job with cost of all materials.

Job 01

16 Installation of 24 Volt 150 AH Battery and charger including its commissioning. Job 01 17 H.T. CABLE LAYING

Laying & dressing of 11 KV, 3x300 sq.mm. XLPE cable under ground from 5 MVA T/F to 11 KV incoming switchgear in the trench 500 mm wide, 900 mm deep as per ISS. The job includes the cost of brick, sand and stone slab of 600mm x 450mm x50 mm and laying of cable.

Mtr.

50

18 Laying & dressing of 11 KV, 3x120 sq.mm. ground cable in the trench 450 mm wide, 900 mm deep, providing 150 mm fine sand cushion beneath and 150 mm fine sand cushion above the cable. The cable shall be duly protected by Ist. Class bricks, two on either side and third on top of the cables, laid in series one after the other. The work includes supply of fine sand & bricks, refilling and ramming of the left out side, closing the trench and levelling. Spare cable shall be lift and buried in the trench in the shape of rings at both ends. For the protection of the cable 100 mm dia. G.I. Pipe has to be worn on the cable where the cable is to be laid across pucca/main road/nullah. Cable laying work includes supply of G.I. Pipe, unrolling, cutting, meggering & sealing both ends of the cable.

Mtr. 220

19

Supply & fixing of 11 KV, 3x300 sq.mm. XLPE cable Indoor jointing kit 01 no. after carefully removing the insulation of the cable, duly plumbing and taping of cable, providing, fixing and crimpling of proper size good quality lugs and complete work including cost of material such as empire tap, insulating tap, cotton tape, plumbing material and lugs etc. ISS-1255

Job 01

20

Supply & fixing of 11 KV, 3x300 sq.mm. XLPE cable out door jointing kit 01 no. after carefully removing the insulation of the cable, duly plumbing and taping of cable, providing, fixing and crimpling of proper size good quality lugs and complete work including cost of material such as empire tap, insulating tap, cotton tape, plumbing material and lugs etc. ISS-1255

Job 01

21 Supply & fixing of 11 KV, 3x120 sq.mm. XLPE cable out door jointing kits after carefully removing the insulation of the cable, duly plumbing and taping of cable, providing, fixing and

Job 04

crimpling of proper size good quality lugs and complete work including cost of material such as empire tap, insulating taps, cotton tape, plumbing material and lugs etc. ISS-1255

22 Supply & fixing of 11 KV, 3x120 sq.mm. XLPE cable indoor jointing kits on switchgears after carefully removing the insulation of the cable, providing, fixing and crimpling of proper size good quality lugs, duly plumbing and taping of cable with good quality of cotton tape, empire tape, HT tape, and PVC tape, properly fixing of lugs on switchgears and boxes complete in all respect including cost of material such as empire tap, insulating tapes, cotton tape, plumbing material and lugs etc. ISS-1255

Job 04

23 33 KV Bus Bar & Stringing : Stringing of 33 KV bus bar by using and laying of ACSR Panther/Dog Conductor including fixing of Disc Insulators. Strings and tension fitting complete with sagging of bus bar etc. and making Vertical/Horizontal jumper connection through PG Clamps and connecting all the equipments with each other through connecting clamps. All the connector, PG Clamp, Gun fitting, Nut Bolt etc. shall be supplied by the contractor.

Job

01

24 (a)

Construction of 11/0.4 KV Double Pole Mounted S/S : Erection and grouting of 2 nos. 8.5 mtr. PCC Poles for making DP Structure including fabrication, fixing of MS Channel, MS Angle, TPMO, Fuse Set, Disc Insulators/Pin Insulators etc. The work includes supply and fixing of necessary clamps with nuts, bolts and washers. The work also includes grouting of double pole supports in CC 1:4:6 in block of size 0.45 mtr. x 0.45 mtr. x. 2.0 mtr. earthing of double pole with MS earthing rod complete in all respect. Disc fitting, TPMO, Fuse Set, Pins shall be supplied by contractor.

Job

01

(b) Construction of Double Pole for Outgoing Feeders : Erection and grouting of 2 nos. 8.5 mtr. PCC Poles for making DP Structure including fabrication, fixing of MS Channel, MS Angle etc. The work includes supply and fixing of necessary clamps with nuts, bolts and washers. The work also includes grouting of double pole supports in CC 1:4:6 in block of size 0.45 mtr. x 0.45 mtr. x. 2.0 mtr. earthing of double pole with MS earthing rod complete in all respect.

Job

03

25 A

Approach Road Lightening : (i) Erection on 8.5 mtr. PCC Pole after excavation of earth in any type of soil and grouting of CC in ratio 1:4:8 (Cement coarse sand & brick ballast) as per RESPO Drg. With plinth for switchyard road lighting..

Job

06

(ii) Fixing & supply of 40 Watt Street Tubelight fitting with cable till lighting and of standard quality ISI Mark with water tight fittings, elbow etc. complete in all respect and suitable for above PCC supports

Job 06

(iii) Stringing of 3 phase 6 wire LT Line on weasel conductor including sagging, binding, jumpering and fixing of all accessories.

Job 0.3 Km.

(iv) Grouting, binding & Nozzling of stay of PCC Pole (CC in ratio 1:4:8 cement coarse and brick ballast). Job 02 (v) Laying and spreading of 3 ½ core 25 sq.mm. PVC LT Cable from 11/0.4 KV, 63 KVA T/F to LT Distribution

Board in switchgear room after digging the trench laying cable and refilling of trench including connections at both ends after providing and crimpling of lugs of proper size, complete work. 3½ x 25 sq.mm. cable to be supplied by the contractor.

RM 60

25 B

Switchyard Lightening : (i) Erection on 09 mtr. long STP Poles. After excavation of earth in any type of soil and grouting PCC in ratio 1:4:8 (cement coarse sand & brick blast) as per respo Drg. With plinth for switchyard.

Job

04

(ii) Fixing & supply of 40 Watt Street Tubelight fitting with cable till lighting and of standard quality ISI Mark with water tight fittings, elbow etc. complete in all respect and suitable for above STP supports.

Job 04

25C Providing, fixing and grouting by 4 nos. rag bolts distribution box of size 75x60 mm of bracelet sheet 8 mm thick and 2" x ½" bedding all around providing and fixing of ISI Marked ICTP 100 Amp./44 DV main switch-1No., ICDP Switch 32Amp., 240/415V-3 no. pilot lamps with holders-3nos. including wiring and making connections with 3/20 copper wire. The work includes cost of all the material.

Job 01

26 Providing & laying of control cable (Copper) of size 2x2.5 sq.mm. through underground cable trench/trenching SGR interlinking through proper connection with T/F Panel/protection board/Battery & Battery charger/Buchhojotz relay/33/11 KV 5 MVA T/F junction box/33 KV VCB, CT's etc. as per site condition. Copper control cable shall be supplied by the contractor.

RM 100


RM 100

28 Painting of Structure : Painting of the following structures with one coat of ready mixed primer and two coats of Aluminium paint of good quality including cost of material, labour & T&P complete in all respect.

(A) Bus Gantry (Complete Set) Job 01 (B) Terminal Gantry Job 01 (C) Isolator Structure Job 02 (D) L.A., Post Insulator, CT, F.S./VCB Structure Job 06

29 Testing of all the equipments of the S/s including T/F till work completion and finally energisation of S/S.

Job 01

Materials to be supplied by Department 1. 11 KV Incoming Pannel. 13. 33 KV VCB. 2. 11 KV Outgoing Pannel 14. Post Insulator/Pin Insulator. 3. Line Isolator. 15. 24V, 150 AH Battery & Battery Charger. 4. Bus Isolator. 16. PCC Pole 8.5 mtr. long. 5. Lightening Arrestor. 17. Panthor / Dog Conductor. 6. 33 KV Single T/F control panel. 18. Disc Insulator. 7. 33 KV CT. 19. STP 9 Mtr. 8. 3x300 sq.mm. XLPE Cable. 9. 3x120 sq.mm. XLPE Cable. 10. 63 KVA T/F. 11. Steel (Channel, Angle, Rail, GI Wire, Earth Wire, Round bar ) 12. 5 MVA T/F. 13. 33 KV VCB.

Civil material & all other material, fitting (i.e. all connectors, PG Clamps, gun fitting etc.) Pin, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost..

Signature of the Tenderer With Seal

PART-A Bill of Qty. against Tender No. 23/2011-12 for construction of 33 KV Line for 1x5 MVA 33/11 KV S/S Hariharpur, Distt. Hardoi

SI. Particulars of works Unit Qty. Rate Amount 1 Safe carriage, loading, unloading, dragging & stacking of following material from

store center/JE (Store) to contractors dump site and dump site to pit site as per requirement (Distance 25 Km. Approx.)

a 90 LBS Rail 8.5 mtr. long No. 02 b 33 KV Line Isolator No. 01 c 33 KV Post Insulator No. 24 d 33 KV Fuse set No. 01 e ST Pole 11 Mtr. No. 50 f PCC Pole 9 Mtr. No. 161 g ACSR Dog Conductor Km. 41.31 h Other line materials (MS Steel, Channel, Angle, X- Arm, Disc Insulator, Pin

Insulator etc.) MT 25

2 Fabrication, Erection & Grouting of S/S Structure : (A) Line Gantry : Digging two Nos. pits of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. providing stone pad at the bottom of the trench and grouting of the two legs of the Line Gantry IN CC (Cement, Coarse Sand and Stone grit of 20 mm gauge) in the ratio 1:3:6 including supply of all T&P, shuttering etc. in a block of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. The work consists of dragging, shifting, upto 40 mtr. raising and erecting the two pre-fabricated legs of line gantry in proper alignment, level and plumb. Both the plinths of the line gantry shall be properly finished with champering of edges. The work includes fabrication of Line Gantry 8.23 Mtr. Long as per drawing No. RES-38.

Job

01

(B) Line Isolator Structure : Fabrication of isolator structure 3.5 Mtr. in height as per drawing No. RES-39. Digging of two Nos. pits of size 1.075x0.9x0.3 mtr. providing stone pad at the bottom of the pit and grouting pad at the bottom of the pit and grouting of two legs of the isolator structure in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with runner of isolator in proper alignment, level and plumb. Both plinth of the isolator structure shall be properly finished with champering of edges.

Job

01

(C) Post Insulator/Fuse Set: Fabrication of post insulator/fuse set structure/ as per drawing No. RES-39. Digging of two Nos. pits of size 1.075 x 0.3 x 0.3 mtr. providing stone pad at the bottom of the pit and grouting of two legs of the above structures in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mt. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with top frame above structures in proper alignment, level and plumb. Both plinths of the structures shall be properly finished with champering of edges etc.

Job

02

3 INSTALLATION OF LINE ISOLATOR, FUSE SET, POST INSULATOR: (A) Assembling and installation of Line Isolator on the line isolator structure, adjusting of opening mechanism in proper alignment so as to ensure smooth operation of the same. In case of line isolator proper operation of earth links shall also be ensured. The work includes fabrication for proper fixing if required.

Job

01

(B) Assembling and installation of Fuse Set on the fuse set structure. Job 01 (C) Installation/Mounting of Post Insulator on Post Insulator Structure with making

earth connection separate the work includes fabrication for proper fixing if required. MS strip shall be supplied by the contractor.

Job 01

4 33 KV Line Gantry & Stringing : Stringing of 33 KV line gantry by using and laying of ACSR Dog Conductor including fixing of Disc Insulators. Strings and tension fitting complete with sagging of line gantry etc. and making Horizontal jumper connection through PG Clamps and connecting all the equipments with each other through connecting clamps. All the connector, PG Clamp, Gun fitting, Nut Bolt etc. shall be supplied by the contractor.

Job

01

5 Painting of Structure : Painting of the Line Gantry, Isolator, Post Insulator, Fuse Set structures etc. with one coat of ready mixed primer and two coats of Aluminium paint of good quality including cost of material, labour & T&P complete in all respect.

Job

01

6 (A)

For Single Support 11 Mtr. STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

32

(B) For Double Support 11 Mtr. STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

03

(C) For Four Pole Structure STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-9. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

03

(D) For Single Support 9 Mtr. PCC : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 137

(E) For Double Support 9 Mtr. PCC : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire etc. as per relevant drawing RESPO RES-9. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of PCC 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 12

7 Grouting of stay rods 1800x20 mm including all works of excavation, cement concrete in size 0.60x0.60x0.3 mtr. with ratio 1:4:8 as per relevant drawing including back filling of earth and proper ramming. All required material, stay rod etc. except stay wire shall be arranged by contractor at his own cost. (b) Fixing, tightening & nuzzling of stay with the poles and required tension as per relevant drawing.

Job 156

8 Looping of branches of trees-eukeyleptus, Neem, Keekar etc. and other kind of trees along the route of the line and disposal of the same, after obtaining permission of competent authority.

Job 01

9 Laying, spreading, lifting, Stinging, jointing and final sagging of ACSR Dog Conductor in accordance with profiles and sag chart including binding, jumpering and fixing of all accessories in 3 nos. conductor in parallel.

Ckt. Km.

13.37

10 Guarding below 33 KV overhead lines for Road Xing /11 KV line/Telephone lines as per Technical Specification of RESPO Drg. No. RES-48, RES-49, RES-50.

Rmt. 800

Materials to be supplied by Department : 1. 11 Mtr. ST Pole 2. 9 Mtr. PCC Pole 3. ACSR Dog Conductor. 4. MS Steel (Channel, Angle, Rail, GI Wire, Earth Wire ) 5. 33 KV Cross Arm. 6. 33 KV Pin Insulator. 7. 33 KV Disc Insulator.

Civil material & all other material, fitting (i.e. all connectors, PG Clamps, gun fitting etc.), Pin, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost. All T & P and labour required for successful completion of work shall be supplied by the contractor. Road cutting/ road-restoration charges doing the process of cable laying shall be paid by UPPCL to civic authorities as per actuals. Signature of the Tenderer With Seal

PART-B

Bill of Qty. against Tender No. 23/2011-12 for construction of 11 KV Line for 1x5 MVA 33/11 KV S/S Hariharpur, Distt. Hardoi SI. No.

Particulars of works Unit Qty. Rate Amount

1 Safe carriage, loading, unloading, dragging & stacking of following material from store center/JE (Store) to contractors dump site and dump site to pit site as per requirement (Distance 25 Km. Approx.)

a. ST Pole 11 Mtr. No. 10 b 8.5 mtr. PCC Pole No. 45 c. ACSR Weasel Conductor Km. 10.38 d. Other line materials (MS Steel, Angel, Channel, X-arm, Disc Insulator, Pin

Insulator etc.) Ton 02

2 (A)

Single Support 11 Mtr. Long ST Pole : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel formers in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 11KV ( to be supplied by the contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 10

2 (B)

Single Support 8.5 Mtr. PCC Pole : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire etc. as per relevant drawing RESPO RES-4. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel formers in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 11KV ( to be supplied by the contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 35

2 (C)

Sectional Double Pole 8.5 Mtr. Long PCC Pole : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate Danger board, Barbed wire etc. as per relevant drawing RESPO RES-5. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel formers in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of PCC 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 11KV ( to be supplied by the contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 05

3 (a) Grouting of stay rods 1800x20 mm including all works of excavation, cement concrete in size 0.60x0.60x0.3 mtr. with ratio 1:4:8 as per relevant drawing RESPO RES-16 including back filling of earth and proper ramming. All required material, stay rod etc. except stay wire shall be arranged by the contractor at his own cost. (b) Fixing, tightening & nuzzling of stay with the poles and required tension as per relevant drawing.

Job 40


Job 01

5 Laying, spreading, lifting, Stinging, jointing and final sagging of ACSR Weasel Conductor in accordance with profiles and sag chart including binding, jumpering and fixing of all accessories in 3 nos. conductor in parallel.

Ckt. Km.

3.36

6 Guarding between two poles like Single/Double/Tri./Four Poles etc. to guard LT/11 KV/Telephone lines, Road/River crossing etc. with G.I. Wire 6 SWG and G.I. Wire 8 SWG including fixing of guarding channel with clamps and nuts and bolts as per relevant drawing.

Rmt. 400

Materials to be supplied by Department : 1. ST Pole 11 Mtr. 2. PCC Pole 8.5 Mtr. 3. ACSR Weasel Conductor. 4. MS Steel (Channel, Angle, Rail, GI Wire, Earth Wire ) 5. 11 KV Cross Arm. 6. 11 KV Pin Insulator. 7. 11 KV Disc Insulator. Civil material & all other material, fitting (i.e. all connectors, PG Clamps, gun fitting etc.) Pin, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost. All T & P and labour required for successful completion of work shall be supplied by the contractor. Signature of the Tenderer With Seal

Bill of quantity against Tender No. 24/2011-12 for Construction of 1x5 MVA 33/11 KV S/S Hariyawan, Distt. Hardoi.

SI. Description of Work Unit Qty. Rate Amount 1 Carriage of all the concerning material for construction of 1x5 MVA S/S from Store Centre Hardoi to JE's dump

store & from dump store to the site of work including loading, unloading and proper stacking at the site etc. (Distance Approx. 25 Kms.)

a. 11 KV Incoming Pannel No. 01 b. 11 KV Outgoing Pannel No. 04 c. Line Isolator No. 01 d. Bus Isolator No. 01 e. Lightening Arrestor Set 02 f. 33 KV VCB No. 01 g. 33 KV Single T/F control panel No. 01 h. 33 KV CT No. 03 i. 3x300 sq.mm. 11 KV XLPE Cable Mtr. 60 j. 3x120 sq.mm. 11 KV XLPE Cable Mtr. 240 k. 63 KV A T/F No. 01 L STP 09 mtr. long No. 04 m PCC Pole 8.5 mtr. long No. 14 n. Other S/S Materials (MS Steel, Channel, Angle, Rail, GI Wire, Earth Wire , Round bar etc.) MT 10 2 First Class Brick work in 1:3 Cement and coarse sand (FM 1.8 to 2.5) mortar in foundation and plinth suitable

for fixing of Post made of MS Angle for barbed wire fencing of S/S and Toe Wall. Post/MS Angle shall be supplied by Deptt. All other material, labour, T&P required for successful completion of work shall be supplied by the contractor. The work includes plastering of Brick work with 1:2 Cement Coarse Sand Mortar 12" above ground level.

Cum. 50

3(a) Providing barbed wire (to be supplied by contractor) fencing including stretching fixing into the post including all materials T&P, labour required for proper completion of work. The weight of the hot dipped GI barbed wire having 12SWG-2 ply wires and 4 point ordinary barbs 100 gm. Per meter.

Kg. 400

3(b) Fabrication of Gate for the outdoor switchyard. All materials such as holding down bolts, hold fasts, the tie rod gales gratings wrought to required shape form, MS Angle, MS sheet bolt nuts wastage etc. and its fixing required for proper completion of work. All Steel shall be arranged by the contractor accept M.S. Angle.

MT 0.2

4 Earth Mat (Outdoor Equipment) :- Laying of earth mat and making grounding arrangement for 33/11 KV S/S as per technical specification of RESPO Drg. No. RES-41, 42, 43 and construction manuals of UPPCL. All MS Rod as available shall be supplied by the Deptt. All Electrode, M.S//GI. Strips shall be supplied by contractor. 75 mm thick layer of gravels shall be laid in the switch yard area covered by the Earth Mat. The gravels are to be supplied by the contractor. All other material T&P labour required for successful completion of work shall be supplied by the contractor.

Sq. Mtr.

880

5 Earthing of Indoor Equipment :- Making Grounding arrangement for 11 KV Switchgear as per Technical Specifications of RESPO Drg. No. RES-40 and Construction manual of UPPCL. Earth strip, Earth electrodes (40 mm MS strip 5/6 mm thick) will be supplied by the contractor. All other material labour T&P shall be supplied by the contractor for successful completion of the work.

Job

01

6 Fabrication, Erection & Grouting of S/S Structure : (A) Terminal Gantry : Digging two Nos. pits of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. providing stone pad at the bottom of the trench and grouting of the two legs of the Terminal Gantry IN CC (Cement, Coarse Sand and Stone grit of 20 mm gauge) in the ratio 1:3:6 including supply of all T&P, shuttering etc. in a block of size 2.2 mtr. x 1.4 mtr. x0.75 mtr. The work consists of dragging, shifting, upto 40 mtr. raising and erecting the two pre-fabricated legs of terminal gantry in proper alignment, level and plumb. Both the plinths of the terminal gantry shall be properly finished with champering of edges. The work includes fabrication of Terminal Gantry 8.23 Mtr. Long as per drawing No. RES-38.

Job

01

(B) Bus Bar Gantry Digging of two Nos. Pits of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. Providing stone pad at the bottom of the trench and grouting of the two legs of the Bus Bar Gantry in CC (Cement, coarse sand and stone grit of 20 mm gauge) in the ratio 1:3:6 including supply of all T&P, shuttering etc. in a block of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. The work consists of dragging, shifting, upto 40 mtr. raising and erecting the two pre-fabricated legs of Bus Gantry in proper alignment level and plumb. Both the plinths of the Bus Bar gantry shall be properly finished with champering of edges. The work includes fabrication of Bus Bar Gantry 6.23 Mtr. long as per RESPO Drawing No.-38 and instruction of Site Engineer.

Job

02

(C) Isolator Structure : Fabrication of isolator structure 3.5 Mtr. in height as per drawing No. RES-39. Digging of two Nos. pits of size 1.075x0.9x0.3 mtr. providing stone pad at the bottom of the pit and grouting pad at the bottom of the pit and grouting of two legs of the isolator structure in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with runner of isolator in proper alignment, level and plumb. Both plinth of the isolator structure shall be properly finished with champering of edges.

Job

02

(D) Lightening Arrestor Post Insulator/Fuse Set/C.T. Structure : Fabrication of Lightening arrestor/post insulator/fuse set structure/ as per drawing No. RES-39. Digging of two Nos. pits of size 1.075 x 0.3 x 0.3 mtr. providing stone pad at the bottom of the pit and grouting of two legs of the above structures in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mt. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with top frame above structures in proper alignment, level and plumb. Both plinths of the structures shall be properly finished with champering of edges etc.

Job

06

7 Plinth for MOCB/VCB : Construction of plinth of size 2.0 mtr. x 1.5 mtr. x 0.9 mtr. suitable for erection of super structure for 33 KV MOCB/VCB including grouting of anchor bolts in proper alignment and level. Scope of work includes excavation of foundation base concreting in RCC 1:4:8 (Cement coarse sand) Ist class brick work in cement mortor of ratio 1:4 as per drawing.

No.

01

8

Plinth of 5 MVA, 33/11 KV T/Fs Construction of plinth of size 3.46 x 3.46 mtr. for 5 MVA to 10 MVA T/F having 0.4 mtr. above ground level. The work includes excavation of foundation base concreting in CC 1:6:12 ratio (cement, fine sand & brick ballast), Ist class brick work in cement mortar of ratio 1:4, foundation, CC in 1:4:8 ratio (cement, fine sand & brick ballast) and RCC working ratio 1:2:4 (cement, coarse sand and stone grit of 20 mm gauge using MS Bars of 10 mm dia (Tor) in reinforcement including its cuttings, bending & binding in required shape. The work also includes laying of 2 nos. 3.46 mtrs. Long each rail pieces complete with cutting welding & proper fitting etc. The plinth will be made as per drawing and instruction of Site Engineer. All Civil material and steel to be supplied by the Contractor except Rail.

Job

01

9 INSTALLATION OF BUS ISOLATOR, LINE ISOLATOR, L.A. , CT, VCB, (A) Assembling and installation of Line Isolator on the isolator structure, adjusting of opening mechanism in proper alignment so as to ensure smooth operation of the same. In case of line isolator proper operation of earth links shall also be ensured. The work includes fabrication for proper fixing if required.

Job

01

(B) Assembling and installation of Bus Isolator on the isolator structure, adjusting of opening mechanism in proper alignment so as to ensure smooth operation of the same. In case of line isolator proper operation of earth links shall also be ensured. The work includes fabrication for proper fixing if required.

Job 01

(C) Assembling and Installation/mounting of 03 nos. lightening arrestors on L.A. Structure/complete with making earth connections (separate) and line connections. The work includes fabrication for proper fixing if required. MS Plate shall be supplied by the contractor.

Job 02

(D) Installation of 03 nos. CT's on the CT's structure. The work includes fabrication for proper fixing if required. Job 01 (E) Erection & Commissioning of VCB on Structure of 33 KV VCB complete work. Job 01

10 Well type earthing by way of boring and lowering of "B" class G.I. pipe 50 mm dia from ground upto the water level (approx. 60 ft. deep) to the lower level of pipe is to be connected to the G.I../MS strip of size 50x6 mm for transformer neutral connection. The earth strip will be welded to the G.I. Pipe. The work also includes cap and clamp for pouring water. The job includes cost of all material (to be supplied by contractor) with all labour & T&P etc. complete in all respect.

Job 02

11 Fabrication and grouting of M.S. Angle 100x50x6 mm in L shape & in proper size and alignment to provide support for the two separate earthing strips for power transformer neutral including supply & fixing of two nos. Flexible copper bonds for neutral earthing except Angle. All the material and steel to be supplied by contractor.

Job 01

12 Fabrication and erection of cable support made of two pieces of M.S. Angle 65x65x6 mm, 3.0 mtr. long, joined to each other by means of 5 nos. M.S. Flat 50x6 mm pieces of size 150 mm long each by welding at equal intervals as per drawing and grouting in a block of size 300x300x700 mm complete with one coat of ready mixed primer and two coats of Al. Paint. This includes providing of four nos. M.S. Clamp made of M.S. Flat for holding the cable including nuts & bolts and fixing of XLPE Cable. Only angle of above size is to be supplied by Deptt. Rest material and steel to be supplied by the contractor.

Job 01

13

INSTALLATION OF SWITCHGEARS IN CONTROL ROOM. (a) Safe Shifting & erection of 11 KV I/C switchgear from S/S premises to control room. The job include fitting, fixing, grouting of I/C panel as per direction of Site Engineer. All material required such as two no. 100x50x6 mm channels pieces (each 800 mm long including, cutting to size) & foundation volts in 1:2:4 CC (including cutting of CC of the old floor & finishing of the floor etc.) for successful erection of the S/G except S/G all material shall be supplied by contractor. Mounting of 11 KV P.T. on 11 KV I/C S/G included in the job. (b) Safe Shifting & erection of 11 KV O/G switchgear from S/S premises to control room. The job include fitting, fixing, grouting of O/G panel as per direction of Site Engineer. All material required such as two no. 100x50x6 mm channels pieces (each 800 mm long including, cutting to size) & foundation volts in 1:2:4 CC (including cutting of CC of the old floor & finishing of the floor etc.) for successful erection of the S/G except S/G all material shall be supplied by contractor.

Job Job

01

04

(c) Fixing and making bus bar connections in between all switchgears after cleaning and tapping with H.T. Tape, empire tape and PVC tape properly, providing and fixing of 6mm thick bakelite separators and plugging of all opening & holes with plastic compound complete work including cost of all material (except copper bus bars) strictly to the satisfaction of Site Incharge.

Job 01

14 Shifting carefully & installation of 33 KV VCB single transformer panel in control room including grouting at above.

Job 01

15 Providing & fixing of protection board made of teak wood with white surmica TOP of size 600x450 mm duly filled with good quality ISI Mark 3 nos. bells, 3 nos. on-off switches , 3 nos. indication lamps with holders, 3 nos. test button switches on wall of switchgear room duly wired with 3/20 SEG PVC Copper wire, complete job with cost of all materials.

Job 01

16 Installation of 24 Volt 150 AH Battery and charger including its commissioning. Job 01 17 H.T. CABLE LAYING

Laying & dressing of 11 KV, 3x300 sq.mm. XLPE cable under ground from 5 MVA T/F to 11 KV incoming switchgear in the trench 500 mm wide, 900 mm deep as per ISS. The job includes the cost of brick, sand and stone slab of 600mm x 450mm x50 mm and laying of cable.

Mtr.

50

18 Laying & dressing of 11 KV, 3x120 sq.mm. ground cable in the trench 450 mm wide, 900 mm deep, providing 150 mm fine sand cushion beneath and 150 mm fine sand cushion above the cable. The cable shall be duly protected by Ist. Class bricks, two on either side and third on top of the cables, laid in series one after the other. The work includes supply of fine sand & bricks, refilling and ramming of the left out side, closing the trench and levelling. Spare cable shall be lift and buried in the trench in the shape of rings at both ends. For the protection of the cable 100 mm dia. G.I. Pipe has to be worn on the cable where the cable is to be laid across pucca/main road/nullah. Cable laying work includes supply of G.I. Pipe, unrolling, cutting, meggering & sealing both ends of the cable.

Mtr. 220

19

Supply & fixing of 11 KV, 3x300 sq.mm. XLPE cable Indoor jointing kit 01 no. after carefully removing the insulation of the cable, duly plumbing and taping of cable, providing, fixing and crimpling of proper size good quality lugs and complete work including cost of material such as empire tap, insulating tap, cotton tape, plumbing material and lugs etc. ISS-1255

Job 01

20

Supply & fixing of 11 KV, 3x300 sq.mm. XLPE cable out door jointing kit 01 no. after carefully removing the insulation of the cable, duly plumbing and taping of cable, providing, fixing and crimpling of proper size good quality lugs and complete work including cost of material such as empire tap, insulating tap, cotton tape, plumbing material and lugs etc. ISS-1255

Job 01

21 Supply & fixing of 11 KV, 3x120 sq.mm. XLPE cable out door jointing kits after carefully removing the insulation of the cable, duly plumbing and taping of cable, providing, fixing and crimpling of proper size good quality lugs and complete work including cost of material such as empire tap, insulating taps, cotton tape, plumbing material and lugs etc. ISS-1255

Job 04

22 Supply & fixing of 11 KV, 3x120 sq.mm. XLPE cable indoor jointing kits on switchgears after carefully removing the insulation of the cable, providing, fixing and crimpling of proper size good quality lugs, duly plumbing and taping of cable with good quality of cotton tape, empire tape, HT tape, and PVC tape, properly fixing of lugs on switchgears and boxes complete in all respect including cost of material such as empire tap, insulating tapes, cotton tape, plumbing material and lugs etc. ISS-1255

Job 04

23 33 KV Bus Bar & Stringing : Stringing of 33 KV bus bar by using and laying of ACSR Panther/Dog Conductor including fixing of Disc Insulators. Strings and tension fitting complete with sagging of bus bar etc. and making Vertical/Horizontal jumper connection through PG Clamps and connecting all the equipments with each other through connecting clamps. All the connector, PG Clamp, Gun fitting, Nut Bolt etc. shall be supplied by the contractor.

Job

01

24 (a)

Construction of 11/0.4 KV Double Pole Mounted S/S : Erection and grouting of 2 nos. 8.5 mtr. PCC Poles for making DP Structure including fabrication, fixing of MS Channel, MS Angle, TPMO, Fuse Set, Disc Insulators/Pin Insulators etc. The work includes supply and fixing of necessary clamps with nuts, bolts and washers. The work also includes grouting of double pole supports in CC 1:4:6 in block of size 0.45 mtr. x 0.45 mtr. x. 2.0 mtr. earthing of double pole with MS earthing rod complete in all respect. Disc fitting, TPMO, Fuse Set, Pins shall be supplied by contractor.

Job

01

(b) Construction of Double Pole for Outgoing Feeders : Erection and grouting of 2 nos. 8.5 mtr. PCC Poles for making DP Structure including fabrication, fixing of MS Channel, MS Angle etc. The work includes supply and fixing of necessary clamps with nuts, bolts and washers. The work also includes grouting of double pole supports in CC 1:4:6 in block of size 0.45 mtr. x 0.45 mtr. x. 2.0 mtr. earthing of double pole with MS earthing rod complete in all respect.

Job

03

25 A

Approach Road Lightening : (i) Erection on 8.5 mtr. PCC Pole after excavation of earth in any type of soil and grouting of CC in ratio 1:4:8 (Cement coarse sand & brick ballast) as per RESPO Drg. With plinth for switchyard road lighting..

Job

06

(ii) Fixing & supply of 40 Watt Street Tubelight fitting with cable till lighting and of standard quality ISI Mark with water tight fittings, elbow etc. complete in all respect and suitable for above PCC supports

Job 06

(iii) Stringing of 3 phase 6 wire LT Line on weasel conductor including sagging, binding, jumpering and fixing of all accessories.

Job 0.3 Km.

(iv) Grouting, binding & Nozzling of stay of PCC Pole (CC in ratio 1:4:8 cement coarse and brick ballast). Job 02 (v) Laying and spreading of 3 ½ core 25 sq.mm. PVC LT Cable from 11/0.4 KV, 63 KVA T/F to LT Distribution Board in switchgear room after digging the trench laying cable and refilling of trench including connections at both ends after providing and crimpling of lugs of proper size, complete work. 3½ x 25 sq.mm. cable to be supplied by the contractor.

RM 60

25B Switchyard Lightening : (i) Erection on 09 mtr. long STP Poles. After excavation of earth in any type of soil and grouting PCC in ratio

Job

04

1:4:8 (cement coarse sand & brick blast) as per respo Drg. With plinth for switchyard. (ii) Fixing & supply of 40 Watt Street Tubelight fitting with cable till lighting and of standard quality ISI Mark with water tight fittings, elbow etc. complete in all respect and suitable for above STP supports.

Job 04

25C Providing, fixing and grouting by 4 nos. rag bolts distribution box of size 75x60 mm of bracelet sheet 8 mm thick and 2" x ½" bedding all around providing and fixing of ISI Marked ICTP 100 Amp./44 DV main switch-1No., ICDP Switch 32Amp., 240/415V-3 no. pilot lamps with holders-3nos. including wiring and making connections with 3/20 copper wire. The work includes cost of all the material.

Job 01


RM 100


RM 100

28 Painting of Structure : Painting of the following structures with one coat of ready mixed primer and two coats of Aluminium paint of good quality including cost of material, labour & T&P complete in all respect.

(A) Bus Gantry (Complete Set) Job 01 (B) Terminal Gantry Job 01 (C) Isolator Structure Job 02 (D) L.A., Post Insulator, CT, F.S./VCB Structure Job 06

29 Testing of all the equipments of the S/s including T/F till work completion and finally energisation of S/S. Job 01 Materials to be supplied by Department 1. 11 KV Incoming Pannel. 17.PCC Pole 8.5 mtr. long 2. 11 KV Outgoing Pannel. 18. Panthor/Dog Conductor. 3. Line Isolator. 19. Disc Insulator. 4. Bus Isolator. 5. Lightening Arrestor. 6. 33 KV Single T/F control panel. 7. 33 KV CT. 8. 3x300 sq.mm. XLPE Cable. 9. 3x120 sq.mm. XLPE Cable. 10. 63 KVA T/F. 11. Steel (Channel, Angle, Rail, GI Wire, Earth Wire, Round bar ) 12. 5 MVA T/F. 13. 33 KV VCB. 14. Post Insulator/Pin Insulator. 15. 24V, 150 AH Battery & Battery Charger. 16. STP pole 9 mtr. long.

Civil material & all other material, fitting (i.e. all connectors, PG Clamps, gun fitting etc.) Pin, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost.


PART-A Bill of Qty. against Tender No. 25/2011-12 for construction of 33 KV Line for 1x5 MVA 33/11 KV S/S Hariyawan, Distt. Hardoi


store center/JE (Store) to contractors dump site and dump site to pit site as per requirement (Distance 25 Km. Approx.)

a 90 LBS Rail 8.5 mtr. long No. 02 b 33 KV Line Isolator No. 01 c 33 KV Post Insulator No. 24 d 33 KV Fuse set No. 01 e ST Pole 11 Mtr. No. 28 F ACSR Dog Conductor Km. 3.09 g Other line materials (MS Steel, Channel, Angle, X- Arm, Disc Insulator, Pin


2 Fabrication, Erection & Grouting of S/S Structure : (A) Line Gantry : Digging two Nos. pits of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. providing stone pad at the bottom of the trench and grouting of the two legs of the Line Gantry IN CC (Cement, Coarse Sand and Stone grit of 20 mm gauge) in the ratio 1:3:6 including supply of all T&P, shuttering etc. in a block of size 2.2 mtr. x 1.4 mtr. x 0.75 mtr. The work consists of dragging, shifting, upto 40 mtr. raising and erecting the two pre-fabricated legs of line gantry in proper alignment, level and plumb. Both the plinths of the line gantry shall be properly finished with champering of edges. The work includes fabrication of Line Gantry 8.23 Mtr. Long as per drawing No. RES-38.

Job

01

(B) Line Isolator Structure : Fabrication of isolator structure 3.5 Mtr. in height as per drawing No. RES-39. Digging of two Nos. pits of size 1.075x0.9x0.3 mtr. providing stone pad at the bottom of the pit and grouting pad at the bottom of the pit and grouting of two legs of the isolator structure in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with runner of isolator in proper alignment, level and plumb. Both plinth of the isolator structure shall be properly finished with champering of edges.

Job

01

(C) Post Insulator/Fuse Set: Fabrication of post insulator/fuse set structure/ as per drawing No. RES-39. Digging of two Nos. pits of size 1.075 x 0.3 x 0.3 mtr. providing stone pad at the bottom of the pit and grouting of two legs of the above structures in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mt. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with top frame above structures in proper alignment, level and plumb. Both plinths of the structures shall be properly finished with champering of edges etc.

Job

02


Job

01


earth connection separate. The work includes fabrication for proper fixing if required. MS strip shall be supplied by the Contractor.

Job 01

4 33 KV Line Gantry & Stringing : Stringing of 33 KV line gantry by using and laying of ACSR Dog Conductor including fixing of Disc Insulators. Strings and tension fitting complete with sagging of line gantry etc. and making Horizontal jumper connection through PG Clamps and connecting all the equipments with each other through connecting clamps. All the connector, PG Clamp, Gun fitting, Nut Bolt etc. shall be supplied by the contractor.

Job

01


Job

01

6 (A)

For Single Support 11 Mtr. STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

12

(B) For Four Pole Structure STP : Job 04

(a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-9. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

7 Grouting of stay rods 1800x20 mm including all works of excavation, cement concrete in size 0.60x0.60x0.3 mtr. with ratio 1:4:8 as per relevant drawing including back filling of earth and proper ramming. All required material, stay rod etc. except stay wire shall be arranged by contr4actor at his own cost. (b) Fixing, tightening & nuzzling of stay with the poles and required tension as per relevant drawing.

Job 32


Ckt. Km.

1.0


RM 140

Materials to be supplied by Department : 1. 11 Mtr. ST Pole 2. ACSR Dog Conductor. 3. MS Steel (Channel, Angle, Rail, GI Wire, Earth Wire ) 4. 33 KV Cross Arm. 5. 33 KV Pin Insulator. 6. 33 KV Disc Insulator.

Civil material & all other material, fitting including (i.e. all connectors, PG Clamps, gun fitting etc.), Pin, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost. All T & P and labour required for successful completion of work shall be supplied by the contractor. Road road-restoration charges doing the process of cable laying shall be paid by UPPCL to civic authorities as per actuals.


PART-B Bill of Qty. against Tender No. 25/2011-12 for construction of 11 KV Line for 1x5 MVA 33/11 KV S/S Hariyawan, Distt. Hardoi

SI. No.

Particulars of works Unit Qty. Rate Amount

1 Safe carriage, loading, unloading, dragging & stacking of following material from store center/JE (Store) to contractors dump site and dump site to pit site as per requirement (Distance 25 Km. Approx.)

a. ST Pole 11 Mtr. No. 31 b 8.5 mtr. PCC Pole No. 178 c. ACSR Weasel Conductor Km. 40.788 d. Other line materials (MS Steel, Angel, Channel, X-arm, Disc Insulator, Pin

Insulator etc.) Ton 10

2 (a)

Single Support 11 Mtr. Long ST Pole : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel formers in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 11KV ( to be supplied by the contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 31

2 (b)

Single Support 8.5 Mtr. PCC Pole : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire etc. as per relevant drawing RESPO RES-4. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel formers in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 11KV ( to be supplied by the contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

150

2 (c)

Sectional Double Pole 8.5 Mtr. Long PCC Pole : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate Danger board, Barbed wire etc. as per relevant drawing RESPO RES-5. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel formers in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of PCC 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 11KV ( to be supplied by the contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

14

3 (a) Grouting of stay rods 1800x20 mm including all works of excavation, cement concrete in size 0.60x0.60x0.3 mtr. with ratio 1:4:8 as per relevant drawing RESPO RES-16 including back filling of earth and proper ramming. (b) Fixing, tightening & nuzzling of stay with the poles and required tension as per relevant drawing.

Job 112


Job 01

5 Laying, spreading, lifting, Stinging, jointing and final sagging of ACSR Weasel Conductor in accordance with profiles and sag chart including binding, jumpering and fixing of all accessories in 3 nos. conductor in parallel.

Ckt. Km.

13.2

6 Guarding between two poles like Single/Double/Tri./Four Poles etc. to guard LT/11 KV/Telephone lines, Road/River crossing etc. with G.I. Wire 6 SWG and G.I. Wire 8 SWG including fixing of guarding channel with clamps and nuts and bolts as per relevant drawing.

RM 700

Materials to be supplied by Department : 1. ST Pole 11 Mtr. 2. PCC Pole 8.5 Mtr. 3. ACSR Weasel Conductor. 4. MS Steel (Channel, Angle, Rail, GI Wire, Earth Wire ) 5. 11 KV Cross Arm. 6. 11 KV Pin Insulator. 7. 11 KV Disc Insulator. Civil material & all other material, fitting including (i.e. all connectors, PG Clamps, gun fitting etc.) Pin, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost. Signature of the Tenderer With Seal

Bill of Qty. against Tender No. 26/2011-12 for construction of 33 KV Line from 132/33 KV S/S Shahabad to 33/11KV S/s Islamganj, Distt. Hardoi


store center Hardoi./JE (Store) to contractors dump site and dump site to pit site as per requirement (Distance 50 Km. Approx.)

a 90 LBS Rail 8.5 mtr. long No. 02 b 33 KV Line Isolator No. 01 c 33 KV Post Insulator No. 24 d 33 KV Fuse set No. 01 e ST Pole 11 Mtr. No. 24 f PCC Pole 9 Mtr. No. 100 g ACSR Dog Conductor Km. 24.720 h Other line materials (MS Steel, Channel, Angle, X- Arm, Disc Insulator, Pin


i Cartage of 3x300 sq.mm. 33 KV Cable Mtr. 1600 2a Line Isolator Structure :

Fabrication of isolator structure 3.5 Mtr. in height as per drawing No. RES-39. Digging of two Nos. pits of size 1.075x0.9x0.3 mtr. providing stone pad at the bottom of the pit and grouting pad at the bottom of the pit and grouting of two legs of the isolator structure in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with runner of isolator in proper alignment, level and plumb. Both plinth of the isolator structure shall be properly finished with champering of edges.

Job

01

b. Post Insulator/Fuse Set: Fabrication of post insulator/fuse set structure/ as per drawing No. RES-39. Digging of two Nos. pits of size 1.075 x 0.3 x 0.3 mtr. providing stone pad at the bottom of the pit and grouting of two legs of the above structures in CC (Cement, coarse sand and stone grit of 20 mm gauge) of ratio 1:4:8 in block of 1.075 mtr. x 0.3 mt. x 0.3 mtr. including supply of all T&P complete in all respect. The work includes dragging, shifting upto 40 mtrs. Raising and erecting the two legs with top frame above structures in proper alignment, level and plumb. Both plinths of the structures shall be properly finished with champering of edges etc.

Job

02


Job

01


earth connection separate. The work includes fabrication for proper fixing if required. MS Strip shall be supplied by the Contractor.

Job 01


Job

01

5 (A)

For Single Support 11 Mtr. STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

12

(B) For Double Support 11 Mtr. STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length of proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

04

(C) For Four Pole Structure STP : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire, Painting etc. as per relevant drawing RESPO RES-9. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of STP 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job

01

(D) For Single Support 9 Mtr. PCC : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire etc. as per relevant drawing RESPO RES-6. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 90

(E) For Double Support 9 Mtr. PCC : (a) Excavation of foundation pit in mix soil/normal soil, soft & hard rack and its back filling and levelling etc. The size of the pit will be 600x900 mm and having a depth of 1/6 of the full length of the support. Erection of supports by providing stone pad, fixing all clamps and other accessories such as No. Plate, Danger Board, Barbed Wire etc. as per relevant drawing RESPO RES-9. This includes any fabrication, if required. (b) Grouting of above supports with cement, concrete (CC will be of cement coarse sand & brick ballast) Grouting will be done with the help of wooden/steel frame in a block of size 450 mm x 450 mm x 1/6 of the full length of the support in the CC 1:4:8 ratio as per relevant drawing including back filling and proper ramming. (c) Making of plinth of PCC 300 mm, dia & 300 mm above ground level in CC of 1:4:8 & plastering of the same with 12 mm thick plaster of cement & sand in 1:4 ratio. (d) Earthing of supports with Earth Electrode 2.5 mtr. length and proper size for 33KV (to be supplied by contractor at his own cost) including excavation of pit and driving M.S. Rod upto proper depth and connecting the earth electrode with the help of 8 SWG G.I. Wire and earthing lugs. RESPO RES-12

Job 05

6 Laying of 33 KV XLPE Cable 3x300 sq.mm. XLPE Cable as per ISS 1255/1983 or amendment thereof. The cable is to be laid in a trench of size of 750 mm wide and 1050 mm deep with bricks and stone slab size 450x600x50 mm. The job includes cost of Excavation of Earth/trench supply of bricks, sand and stone slabs & dressing up of cable.

Mtr. 1552

7 Laying of 33 KV, 3x300 sq.mm. XLPE Cable as per ISS 1255/1983 and latest provisions by trench less method by Horizontal Drilling System for Road Crossing. The job includes the cost of Earth Excavation, supply of MS Pipe 6" Dia (2 pieces of 40 mtr. length each), laying of cable inside it both ends of pipe sealed with sealing compound, earthing of cable pipe at both ends. The inter spacing of two no. pipes 600 mm depth 2.6 M below Ground level.

Mtr. 48

8 Grouting of stay rods 1800x20 mm including all works of excavation, cement concrete in size 0.60x0.60x0.3 mtr. with ratio 1:4:8 as per relevant drawing including back filling of earth and proper ramming.All required material, stay rod etc. except stay wire shall be arranged by contractor at his own cost. (b) Fixing, tightening & nuzzling of stay with the poles and required tension as per relevant drawing.

Job 88


Job 01


Ckt. Km.

8.0


Rmt. 300

12 High Pressure Testing with DC Test Voltage to which 33 KV cable shall with stand for a duration of 5 minutes at 60 KV after completion of laying jointing & termination.

Job 01

13 Supply &Fixing of 33 KV 3x300 sq.mm. XLPE Cable outdoor jointing kit as per ISS 1255/1983.

Job 08

14 Supply & Fixing of 33 KV 3x300 sq.mm. XLPE Cable straight through joint as per ISS 1255/1983.

Job 04

Materials to be supplied by Department : 1. 11 Mtr. ST Pole 2. 9 Mtr. PCC Pole 3. ACSR Dog Conductor. 4. MS Steel (Channel, Angle, Rail, GI Wire, Earth Wire ) 5. 33 KV Cross Arm. 6. 33 KV Pin Insulator. 7. 33 KV Disc Insulator. 8. 33 KV 3x300 sq.mm. XLPE Cable.

Civil material & all other material, fitting including (i.e. all connectors, PG Clamps, gun fitting etc.) Pin,M.S. Pipe, Jointing Kits, accessories, equipments, apparatus which might not have been mentioned in the bid document but which are used and necessary for completion of the work as per RESSPO Norms/relevant ISS shall be arranged by the Contractor at his own cost. All T & P and labour required for successful completion of work shall be supplied by the contractor Road cutting/road-restoration charges doing the process of cable laying shall be paid by UPPCL to civic authorities as per actuals.


Bill of Quantity against Tender No - Madhyanchal … · 12-1-2012 S.E., EWC, DEWA ROAD, CHINHAT,...

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Transcript of Bill of Quantity against Tender No - Madhyanchal … · 12-1-2012 S.E., EWC, DEWA ROAD, CHINHAT,...