Tele. Fax No. 0260-2406500 Tender Notice No. 01/2018-19 ...dnh.nic.in/Docs/18May2018/PDCL.pdf · 12...

Tele. Fax No. 0260-2406500 Tender Notice No. 01/2018-19/1395 Date :- 18/05/2018

SHORT T E N D E R N O T I C E

The Executive Engineer, DNH Power Distribution Corporation Ltd., U.T. of Dadra & Nagar Haveli, Silvassa on behalf of the President of India invites sealed tenders from the Manufactures / Authorized Dealers/Suppliers/Electrical Contractor and reputed firms having adequate experience for Supply/Erection of following items, so as to reach to this office on or before 05/06/2018 up to 15.00 Hrs. by the R.P.A.D. / Courier or to be deposited in the Tender Box kept in the office of the undersigned. The Department will not be responsible for any postal delay. The tender will be opened on the same day at 16.00 Hrs. if possible in presence of Suppliers or his representative, if present.

It. No

Name of work Estimated Cost ( ₹)

E.M.D. (Amt. in `. )

Tender Fee (Incl.GST@18%) / Time Limit.

1. Shifting of 200 KVA Distribution Transformer Centre with DP Structure behind CHC Village Rakholi.

4,16,094.00 8300.00 ₹. 590/- 2 Months

2. Erection of new 3 phase, 4 wire LT line (CKT-I) from House of Shri Kanubhai Diwalbhai to House of Shri Harishbhai Ahir of Ahirfalia Village Samarvarni.

4,21,247.00 8450.00 ₹. 590/- 2 Months

3. Extension of 1 Phase, 2 Wire LT line for providing domestic connection to Village people of Vasona Bobapada and Pardhipada.

4,89,823.00 9800.00 ₹. 590/- 2 Months

4. Extension of 3 Phase, 4 Wire LT line for providing electric service connection to water supply scheme at Village Khutali Vanganpada.

3,66,663.00 7350.00 ₹. 590/- 2 Months

5. Extension of 1 Phase, 2 Wire LT line for release the LIG model electric service connection at Mandoni Kalsunpada.

2,43,676.00 4900.00 ₹. 590/- 2 Months

6. Extension of 3 Phase, 4 Wire LT line for release the service connection of Mini Sub-Centre at Dolara Awarpada.

4,11,226.00 8250.00 ₹. 590/- 2 Months

7. Extension of 3 Phase, 5 Wire LT line at Village Kilwani Chowkipada.

4,62,979.00 9300.00 ₹. 590/- 2 Months

8. Extension of 1 Phase, 3 Wire LT line at Chowkipada Village Sayli.

3,22,810.00 6450.00 ₹. 590/- 2 Months

9. Extension of 3 Phase, 4 Wire LT line and conversion of 1 Phase, 2 wire LT line to 3 Phase 4 wire LT line for L.I. Scheme at Chikhali Kadupada

2,60,373.00 5200.00 ₹. 590/- 2 Months

10 Conversion of 1 Phase, 3 wire LT line to 3 Phase, 5 wire LT line for W/S Scheme at Gunsha Shivpada

2,88,487.00 5770.00 ₹. 590/- 2 Months

11 Conversion of 1 Phase, 3 wire LT line and Conversion of 1 Phase, 3 wire to 3 Phase, 5 wire LT line for W/S Scheme at Gunsha Shivpada

2,87,121.00 5740.00 ₹. 590/- 2 Months

The document can also be downloaded from the Official Website i.e. www.dnh.nic.in or www.dnhpdcl.in of the Authority. In case of a documents downloaded from web site, the Applicant should attach the D.D. of requisite fees at the time of submission. E.M.D. should be submit in the form of F. D. R. payable at Silvassa only from any Nationalized Bank drawn in favor of DNH Power Distribution Corporation Ltd., U.T. of D & N. H., Silvassa should be attached with the tender document. The tender without E.M.D. will not be taken into consideration. Right to accept or reject any or all tenders without assigning any reason thereof is kept reserved by the undersigned.

Sd/- ( M. R. Ingle )

Executive Engineer DNH Power Dist. Corp. Ltd.,

Dadra & Nagar Haveli Silvassa

ITEM No:- 01

S C H E D U L E NAME OF WORK:- Shifting of 200 KVA Distribution Transformer Centre with DP Structure behind CHC Village Rakholi.

Sr. No.

Description of Item. Qty. Rate ( ` )

Amount ( ` )

GST Total Amt. with GST(`)

01 Supply and erecting 11 KV D.P. 9 mtr. high Structure made of 6"x3" ‘I’-Section Girder, 4" x 2" channels, clamps, nuts, bolts etc. Suitable for erection of the followings duly connected with necessary ACSR conductors as per drawing approved by the Engineer- in charge complete with following. (A) 11 KV 200 Amps Drop out fuses with S.R.B.P. tubes carries-Three Nos (B) 11 KV G.O.D. switch complete with insulators, operating handle with galvanized pipe, Sq.bar etc. 400 Amp.- One Set (C)11 KV lightening arrestor with clamp - Three Nos. (D)11KV shackle insulators- Six Nos. (E) The above D.P. structure should be earthed with 25 mm.X 3 mm thick double GI earth strips run separately and connected with separate GI plate earth electrode. (F) Metallic vitrified danger board to be erected as per IS 2551 - One No.

01 Job

02. Construction of Plinth(3.34 X 3.34 X 1.5 mtr.) for mounting of Distribution Transformer.

01 Job

03. Supply & Erection of L.T.M.D Metering arrangement for Transformer.

01 Unit

04. Supply and Erection of PSC Pole 8 Mtrs. Long & 200 Kgs as per standard specification and providing barbed wire on the PSC pole.

01 No

05 Supply and Erection of stay set complete (Galvanized) with 19/20 mm dia X 1.8 mtr. Long stay rod, Anchor plate of size 45cm X 45cm X 7.5 mm thimble, stay clamps, turn buckle (20mm X 60mm), 7/3.15mm dia GI stay wire and strain insulator excavation and refilling etc.

03 Nos

06 Supply & Erection of MS Channel 75 x 40 x 6mm, 4 feet long complete with 50 x 6 flat iron clamps, bolts, nuts and washers drilling holes for cut point.

02 Nos

07 Supply & erection of LT Shackle insulator with hardware (75 X 90 mm).

05 Nos

08 Supply and erection of coil type earthing with 6 SWG GI earth wire with charcoal and salt from top of pole.

01 No

09 Supply and Erection of Chain-link fencing for 200KVA Transformer centre.

01 Set

Total (`)

Signature of Contractor Executive Engineer(Dist.) with Rubber Stamp & Date. DNH Power Dist. Corpn. Ltd., Silvassa

ITEM No:- 02

S C H E D U L E NAME OF WORK:- Erection of new 3 phase, 4 wire LT line (CKT-I) from House of Shri Kanubhai Diwalbhai to House of Shri Harishbhai Ahir of Ahirfalia Village Samarvarni.

Sr. No.


Amount ( ` )

GST Total Amount with GST(`)

01 Supply and Erection of PSC Pole 8 Mtrs. Long & 200 Kgs as per standard specification and providing barbed wire on the PSC pole with metallic vitrified danger board, to be erected as per IS.

17 Nos


03 Nos


85 Feet


68 Nos


17 No

06 Supply & Erection of AAAC 50 sq.mm. Conductor as per IS: 398 (Part-IV) 1994

2.4 Km

Total (`)


ITEM No:- 03

S C H E D U L E NAME OF WORK:- Extension of 1 Phase, 2 Wire LT line for providing domestic connection to Village people of Vasona Bobapada and Pardhipada.

Sr. No.


Amount ( ` )



28 Nos


12 Nos


56 Nos


28 Nos


28 Nos


3.2 Km

Total (`)


ITEM No:- 04

S C H E D U L E NAME OF WORK:- Extension of 3 Phase, 4 Wire LT line for providing electric service connection to water supply scheme at Village Khutali Vanganpada.

Sr. No.


Amount ( ` )



17 Nos


08 Nos


72 Nos


17 Nos


4.1 Km

Total (`)


ITEM No:- 05

S C H E D U L E NAME OF WORK:- Extension of 1 Phase, 2 Wire LT line for release the LIG model electric service connection at Mandoni Kalsunpada.

Sr. No.


Amount ( ` )



10 Nos


08 Nos


1.4 Km


25 Nos


10 Nos

Total (`)


ITEM No:- 06

S C H E D U L E NAME OF WORK:- Extension of 3 Phase, 4 Wire LT line for release the service connection of Mini Sub-Centre at Dolara Awarpada..

Sr. No.


Amount ( ` )



15 Nos

02 Supply & Erection of MS Channel 75 x 40 x 6 mm, 4 feet long complete with 50 x 6 flat iron clamps, bolts, nuts and washers drilling holes for cut point.

15 Nos


15 Nos


3.7 Km


07 Set


65 Nos

Total (`)


ITEM No:- 07

S C H E D U L E NAME OF WORK:- Extension of 3 Phase, 5 Wire LT line at Village Kilwani Chowkipada.

Sr. No.


Amount ( ` )



24 Nos


12 Set


30 Nos


24 Nos


180 Set


4.96 Km

Total (`)


ITEM No:- 08

S C H E D U L E NAME OF WORK:- Extension of 1 Phase, 3 Wire LT line at Chowkipada Village Sayli..

Sr. No.


Amount ( ` )



18 Nos


08 Set


20 Nos


36 Set


18 Nos


2.16 Km

Total (`)


ITEM No:- 09

S C H E D U L E NAME OF WORK:- Extension of 3 Phase, 4 Wire LT line and conversion of 1 Phase, 2 wire LT line to 3 Phase 4 wire LT line for L.I. Scheme at Chikhali Kadupada..

Sr. No.


Amount ( ` )



06 Nos


05 Set


26 Nos


52 Set


2.85 Km

Total (`)


ITEM No:- 10

S C H E D U L E NAME OF WORK:- Conversion of 1 Phase, 3 wire LT line to 3 Phase, 5 wire LT line for W/S Scheme at Gunsha Shivpada..

Sr. No.


Amount ( ` )



06 Nos


18 Nos


06 Nos


3.1 Km


04 Set


38 Set

Total (`)


ITEM No:- 11

S C H E D U L E NAME OF WORK:- Conversion of 1 Phase, 3 wire LT line and Conversion of 1 Phase, 3 wire to 3 Phase, 5 wire LT line for W/S Scheme at Gunsha Shivpada..

Sr. No.


Amount ( ` )



05 Nos


05 Nos


05 Nos


3.4 Km


03 Set


44 Set

Total (`)


Work

TERMS & CONDITIONS

1) All the tender details are available on web portal www.dnh.nic.in and www.dnhpdcl.in

2) Hard copy of technical bid is to be submitted in tender box kept at the office of the Executive

Engineer, DNHPDCL on or before 05/06/2018 upto 15.00 hrs. and the same documents can be send by RPAD/Speed Post, however , Tender inviting Authority shall not be responsible for any postal delay. The price bid is submitted through electronic format only

3) E.M.D. will be accepted in the form of FDR/Bank guarantee in the prescribed format in fever of the Executive Engineer, DNHPDCL, Silvassa From Nationalized / Scheduled bank payable at Silvassa.

4) The Tender offer without payment of E.M.D. or with incomplete details as mentioned in this

tender document will not be considered. 5) The Tender will have to submit the offer in sealed envelope.

6) Tenderer should submit the following documents/certificates in envelope .

1) Experience certificate of similar completed work in Government Utilities

/Board/Government Undertaking 2) PAN NO. 3) Income Tax Return certificate for last three years. 4) Demand draft of tender fees 5) Money receipt against E.M.D. 6) Tenderer should have valid registration under a) GST 7) Certificate of Manufacturer/Authorized Dealer/Supplier 8) EPF registration details

7) No other documents should be enclosed in this Envelope. 8) All the Xerox copies of documents/certificates required to be submitted should be duly

self attested. Documents/certificates without attestation enclosed with the Tender will not be considered. The experience certificates issued by the officer below the rank of Executive Engineer will not be considered.

9) The completely filled Tender offer will be accepted by this office upto dated 05/06/2018 till

15.00 Hrs and same will be opened on dated 05/06/2018 at 16.00 Hrs 10) Right to reject any or all the tenders without assigning any reason there of is reserved by

the undersigned. 11) A Tender not bearing signature with rubber stamp of the firm of the tenderer on all page /documents accompanying, will be rejected. 12) The submission of the Tender by Tenderer implies that has read these instructions and

conditions of the contract etc., and he had made himself aware of the scope & specification of the supply to be done.

13) The rates shall be quoted in the rate schedule only. 14) The rates quoted should be firm and price variation will not be applicable.

15) Tender offer should be valid for 120 days from the date of opening of the Tender. 16) Tenderer will have to Complete the work as per time limit & as per directives of Executive

Engineer, DNHPDCL, Silvassa

17) All royalties and all local and other taxes / duties etc. shall be paid by the Tenderer at his cost.

18) If Tenderer fail to execute the supply/work, it will be treated as breach of contract &

contract will be terminated and order will be cancelled by forfeiting the EMD 19) APPLICABILITY OF GENERAL CONDITION OF CONTRACT : Notwithstanding

anything stated here, the Department General Terms & Conditions of contract shall be applicable to the contract as far as they are applicable to your contract.

20) Penalty : On expired of period of contract the penalty will be levied at the rate of ½ % per week, subject to the maximum of 5 % of the total value of the contract, once the maximum is reached the DNHPDCL may consider termination of the contract.

21) TERMINATION FOR CONTRACT : The undersigned reserves the right to cancel the

contract, after giving due notice to you, in the event of the breach of contract in any respect or undue delay in supply

22) In case of any dispute arising out of your contract, it will be in the jurisdiction of court in Silvassa only. 23) Tender Fees will be accepted in the form of Demand Draft in fever of the, DNH Power

Distribution Corporation Limited, Silvassa From Nationalized/Scheduled bank having his branch in Silvassa(U.T).

24) Department will not issue C Form.

25) Qualifying Requirement/Eligibility Criteria The bidder should submit Works Completion Certificate of similar works of having successfully completed works as mention below as per CPWD Works Manual.

Three similar works, each of value not less than 40% of the estimated cost put to tender.

OR Two similar works, each of value not less than 60% of the estimated cost put to tender.

OR One similar works of value not less than 80% of the estimated cost, all amount rounded off to a convenient full figure, in last 7 year ending on the last day of the month previous to the one in which the tender are invited.

Sd/- Executive Engineer, DNHPDCL, Silvassa

TECHNICAL SPECIFICATIONS FOR THE WORK TO BE CARRIED OUT

(A) Erection of Complete single Pole Structure Erection of single pole structure comprises of shifting of pole from the stacking place in the village, excavation of pit, erection in position (with base plate where required), of 8/10 meter PSC poles / 9 to 13 meter Steel Pole or any other suitable pole, fitting of clamps and cross arms and fabricated materials, fixing of caution board, anti-climbing device etc. complete as per drawing and specification inclusive of painting, numbering. Generally vertical formation will be used on each pole. However horizontal formation will have to be used in special circumstances as per instruction at Engineer in change. (B) Special Two Poles Structure Special two poles structure such as for HT line tapping, Railway crossing, any other HT/LT or telephone line crossing, terminal structure for distribution transformer center comprises of Excavation suitable pits and refilling of earth, erection in position of two Nos. of 8/10 meter PSC poles / 9 to 13 meter Steel Pole or any other suitable pole, fitting of clamps, cross arms, bracing cross arm bracing etc. as per drawing exclusive of mounting of transformer but inclusive of mounting D.O. fuses/A.B. switches/HT metering equipment etc., painting, numbering, fixing of caution Board and anti-climbing devices. The D.P. must be properly aligned and must be in plumb. Special structure if included will be erected as per drawing supplied. (C) Stringing of conductors This includes stringing of stranded and solid bare conductor with fitting of necessary HT/LT pin and strain insulators, binding on insulators, jumpering, the jointing in HT line will be done by twisting sleeve joints as per standard practice. Care must be taken in handling the conductor to protect against cuts, scratches or kinks. The conductor must not be drawn over rough or rocky ground, when it is liable to be damaged. AAAC/ACSR conductors must be drawn on wooden or aluminum pulley only. Wastage and cutting should be avoided as far as possible. Not more than 2% sag will be accepted in the materials account. The sag and spans will be maintained as per drawing and design. The cross arms insulators must be so fixed that neither tilts nor bands from position. The rate quoted should be per conductor route kilometer. The sagging should be uniform for all conductors and uneven sagging will not be allowed. The ground clearance, line to line clearances etc. to be maintained as per IE Rules 1956. Generally following span should be kept of HT line. (D) Erection of Stay Set: The erection of stay set comprises of anchor rod, turn buckle, eye bolt and excavation of suitable pit of 4' depth, fixing of stay clamp on pole, binding of GI stay wire. The stay insulators must be inserted in the stay wire on all stays as per drawing. The wrapping of the Guy wire strands at both ends the stay insulator must be even and must presents neat appearance and good workmanship. No stay should be left loose but should be tight and straight to withstand in say cyclone or sand storm, the item includes refilling of earth and painting of fabrication material. If stays are not required to be concreted, a pre casted cement concrete block will be supplied by the department from his division store which the contractor will have to transport at his own cost to the site of work and will have to use for fixing of anchor rod at site.

(E) Separate Pole Earthing: A pits of 2x2x6 fit is to be dig about 3 fit away from the pole on which earthing is required to be carried out. The earthing pipe/earthing plate/earthing coil shall be used as per specification and drawing. GI wire no.8 SWG for earthing should be bolted with earthing pipe/earthing plate/earthing coil. The earthings are to be done at place as indicted in the pole schedule or as selected by the field Engineer. The coke and salt will have to be supplied by the contractor at his cost. Erection of earthing should be carried out under the supervision of the Engineer in charge. At least 10 KG of salt and 10 KG of coke per earth will be used by contractor. No amount will be paid if the work is not done in accordance with this specification. (F) Painting and Numbering: Rail poles and girder poles shall be given one coat of approved red-lead paint and two coats of approved aluminum paint, all fabricated material will also be painted in a manner shown above, and there should be sufficient interval between every coat of painting in order to allow for drying. The bolts and nuts shall be dipped in anticorrosive oil before insertion. The lower portion of steel poles up 3 fit above ground level shall be cleaned of all dust and rust. This surface should be given a base coat of red lead and an additional coat of black bituminous paint before inserting in the ground. The good quality paint will be supplied by the contractor and should be of I.S.I mark and will be got approved from Executive Engineer, prior to starting work. Name of the feeder and pole number has to be written on all the poles in English or Gujarati as per instruction of Engineer In-charge. The colour of back ground and name / number must be of contras color. P.S.C poles need not be painted but should be with pole numbering, fabrication material is to paint and all accumulations of earth, dirt etc, should be removed but fabrication material has to be printed. It is suggested to get one coat of red oxide and one coat of silver paint at the fabricator only. (G) Concreting: Cement concrete for any pole / stay should be carried out as per drawing and specification given by Engineer In-Charge as and where required. Concreting should be with one part of cement, two part of specified quality sand and four parts of well burnt Brice bats (1:2:4). The mixture should be prepared on GI sheet and should be free from the dust. Cement river sand and metal should be used by contractor at his own cost. Muffing: Concern for muffing of poles and stay rods should be cement one part, sand two parts and four parts of Metal (1:2:4) Sand shall be clean grip ply and composed of hard strong, durable and siliceous grains. It shall be free from clay or organic matter, metal should be sound, hard and durable stone to pass through a mesh of 11/2” as far as possible and free from any surplus. Brick bats should be made of well Burt brick and should of 11/2” size as far possible. Cement, sand and metal must be got approved from the Engineer in charge. The concrete shall be used in above proportion and should be thoroughly mixed at least three times in dry state before water is added and as far possible a fairly wet mixture must be used all concrete must be mixed on watertight platform. In any case, the work finishing coat of cement plaster should be applied on outer surface of the smooth. One finishing coat of cement plaster should be applied on outer surface of the muffing. The concrete block, when slightly dried, should be kept wet continuously for period of 10 days. The location for concerting will be decided by the Engineer-in-charge and the contractor will follow his instructions scrupulously. If the concerting work is not found as per the specifications and quality, the same is liable to be rejected. The brick bat concreting or

cement concerting work and muffing has to be done in the presence of companies representative only and work done in his absence will be rejected and no payment made thereof. The sand, metal, brickbats shall be procured the contractor. The normal size of concreting/muffing of pole will be 5 x 2' x 2.1/2' & that for stay 2'x2'x2' muffing for pole shall be 12” dia x 2: x 9” (1” above and 1' below ground) Muffing for stay shall be 12” dia x 2:.9” (-do-) for muffing only metal is to be used and not brick bat or gravel. (H) Distribution Transformer Centre : The distribution transformer centre (200 KVA) will be of outdoor type on plinth structures as per standard drawing. This work include erection of special two pole structure and fixing of all fabricated material for support of line, L.A., HG Fuse/AB Switch, Transformer, LT Dist. Box, cable wiring, anti climbing devices etc. The works includes of transportation and hoisting of transformer, numbering and painting of all fabricated materials. Two independent separate earthing should be provided on either side of the dist. Transformer centre each consisting of one or more earth connection from lighting arrestor’s, transformer natural, transformer tank, Dist. Box etc. Signature of Contractor

TECHNICAL TERMS AND CONDITIONS:

[1]SCOPE OF WORK: The scope of the work covers Manufacture and supply of PSC Poles of 8 meter long and 200 Kgs. working (transverse) load in accordance with the technical terms and drawing of this specification. Alternate design / specifications shall not be considered which may be noted. [2] DIMENSIONS AND TOLERANCES: SR NO

DESCRIPTION STANDARD IN MM

MAXIMUM IN MM

MINIMUM IN MM

1 LENGTH 8000 8015 7985 2 WIDTH

- TOP - BOTTOM

114.3 336.55

117.3 339.55

111.3 333.55

3 THICKNESS 139.7 142.7 136.7 4 UP RIGHTNESS 1 TO 72 0.5 % 0.5 % 5 PLANTING

DEPTH 1381 - -

NOTE: All dimensions are in mm.

[3]WORKMANSHIP: The contractor will be responsible for the general soundness as well as good finish of each pole. The workmanship should be of high degree and poles having flaws and defects will be rejected.

[4] STANDARDS: The poles shall comply with the relevant provisions made in the following Indian standard specifications with latest amendment.

i) IS: 1678/1998 Specification for Prestressed concrete poles for

over head Power and telecommunication lines

ii) IS: 2905/1989 Method of test for concrete poles for over head Power and telecommunication lines.

iii) IS: 1343 & IS: 456 Code of practice for Prestressed and plain /

reinforced Concrete. [5] MATERIALS: The materials shall conform to this specification and be in accordance with the guaranteed particulars given. The quality of materials to be used for manufacturing of PSC poles shall be as under. [A]CEMENT: The Ordinary Portland Cement used in manufacture of prestressed concrete poles shall be relevant to IS: 8112/1989 of 43-Grade / 53- Grade to get 28 days strength of 450 Kg/ cm2.

[B] STEEL: The M.S.Bars of 6mm dia. and 4mm H.T. Steel wire used in manufacture of Prestressed concrete poles shall be conforming to IS: 2062/1989 and 6003/1983 of latest amendment thereof respectively.

[C]AGGREGATE: Aggregate used for the manufacturing of Prestressed concrete poles shall conform to IS: 383-1963. Aggregate shall consist of naturally occurring crushed black metal. They shall be hard, strong, dense, durable, clear and free

from veins and adherent coating, and free from injurious amount of disintegrated pieces, alkali, vegetable material, and other deterious substances. As far as possible flaky and allocated pieces should be avoided. It should not contain organic or other admixture that may cause corrosion of the reinforcement or impair the strength or durability of the concrete.

The coarse aggregate shall consist of trap (preferably black) metal and in no case exceed 20 mm size. The fine aggregate shall be sharp, free from impurities and required fineness modules as specified. The sand shall be washed before use by installing a sand washing machine in the factory and the same shall not contain silt and deterious materials. The grading of fine aggregate shall be in accordance with IS: 2386 - 1963 with latest amendment.

[D]WATER: Water to be used for process of manufacturing PSC poles like concrete mix and curing should be free from chlorides, other salts and organic materials and it should be got tested in Govt. Laboratory at test once in a year by the party. Potable water is preferable.

[6]STORAGE OF MATERIALS The cement shall be stored at the work side in such a manner as to prevent deterioration due to moisture or intrusion of foreign matter.

Steel reinforcement shall ordinary be staggered in such a way so as to avoid distortion and to prevent deterioration and corrosion, it is good practice to coat reinforcement with cement wash before stacking to prevent scale and rust.

The aggregates shall be stored in such a way as to prevent mixing of foreign materials. The heaps of fine and coarse aggregates shall be kept separately. When different sizes of fine or coarse aggregate are procured separately, they shall be stored in separate stockpiles, to prevent the material at the edges of the piles from getting intermixed.

Any material, which has deteriorated or has been damaged or is otherwise considered defective, shall not be used for the concrete.

[7]TESTING OF MATERIALS: The contractor shall arrange for the necessary testing of the material like Metal, Sand, Water etc. and see that the materials to be used in the manufacturing conform to relevant IS

[8] METHOD OF MANUFACTURING OF PSC POLES: The Prestressed concrete poles are generally manufactured by long line multiple bed method or as decided by the bidder for mass production. (A)BED AND MOULD: The length and number of rows of concrete casting bed shall be according to the production capacity of pole factory. Preferably one pole bed separately should be provided to minimise wastage of H.T.Steel wire. The prestressed poles are to be cast in a steel mould having accurately machined bottom bed and side faces. The steel mould should be strong enough to resist distortion. The bed should be absolutely horizontally levelled and free from any undulation. The mould should be capable of being opened in such a way that edges of the poles are not damaged. At both the ends of row of concrete casting bed, the anchor blocks are provided for fixing and stretching of H.T.Steel Wire.

(B)STIRRUPS: The stirrups shall be prepared as per the design / drawing of the DNHPDCL from 4 MM dia. H.T.Steel / 6MM dia. M.S.Bars. The stirrups shall be tied up with main bar i.e. Tension Wire with binding wire of 18 gauges. The contractor at his cost shall procure the binding wire. The binding with the help of cotton or any other means will not be permitted.

(C)PREPARATION OF REINFORCEMENT: All the reinforcement and window boxes shall be accurately placed and maintained in position during the fabrication. As per the Design / Drawing all the stirrups made out of M.S.Bars, H.T.Steel wire shall be placed in respective position of the mould and thereafter continuous H.T.Steel wires are arranged through holes and plates of the mould. The welded joints in H.T. Steel wire will not be permitted. The H.T.Steel wires are stretched up to the required tension as specified in relevant I.S. code with the help of Jacks and anchor blocks. All the wires shall be accurately stretched with uniform prestress in each wire. Each wire shall be anchored positively during the casting. The tension applied shall be checked with the help of suitable Gauge/Meter.

(D)CONCRETE MIX: The concrete mix to be used for manufacturing of P.S.C. Poles shall be prepared by weight batching only in such a manner and proportion so as to achieve the compressive strength of the concrete mix not less than 225 and 450 KG/CM2

after 3 and 28 days respectively. The cement concrete shall be mixed only in electrically / mechanically operated concrete mixer machine. Gradation of the aggregate used in concrete mix shall be checked in regular interval and required adjustment shall be done at site. Water in concrete shall be added with proper measurement to maintain required water cement ratio. The hand broken metal shall not be permitted.

(E)PLACING OF CONCRETE MIX: The mould should be free from Dust, Dirt and other organic materials and oil is to be applied before placing the concrete mix. The machine mixed concrete is, thereafter poured in the mould and shall be compacted by spinning, vibrating, shocking or other suitable mechanical means. Over-vibration or under-vibration or vibration of very wet mix is harmful and should be avoided. The Hand compaction shall not be permitted.

On application of vibrator the concrete Mix will compact & get to 2 to 3 mm below form/mould level. This gap shall also be filled up with prepared concrete Mix only & revibrated. The mixture of cement & sand for filling up the gap as well as finishing work will not be permitted. Finishing work shall be done only with cement slurry. Care should be taken to see that anchorages do not yield before concrete attains necessary strength. Proper cover for concrete should be maintained throughout process of pouring, compacting etc. of concrete mix.

On achieving setting time, the side faces of the mould shall be removed from the bed and watered at intervals to prevent the surface cracking of the pole. The concrete shall be covered with a layer of sacking, canvas, Hessian or similar absorbent materials and kept constantly wet up to the time when the strength of the concrete reaches to the minimum strength of the concrete at transfer of prestress i.e. for about 72 hours. The Steam curing may be permitted in exigency or emergency cases with the approval of the competent authority only.

(F)DETENSIONING, CUTTING OF WIRE, AND REMOVING OF THE POLES FROM THE BED: After about 72 hours of placing the concrete, i.e. after required strength received by checking (testing) the cube test, stretched wires are released from the anchor blocks and cut with the help of welding machine. The cutting shall be started only from the centre of the bed length. The pole is then removed from the bed by lifting at 2 points using gantry and moved to the Curing Pond.

(G)CURING:

The curing of the pole shall commence after setting of the concrete curing in bed should be done for 3 days. The curing pond shall be full of water and each pole must be immersed in the water for a period of at least 28 days. If required, water sprinkling shall be done at intervals to keep the poles constantly wet as per I.S.No. 1678-1998.

(H)STORING OF POLES READY FOR INSPECTION:

The poles prepared vide method stated above shall be stacked in chronological method and a DNHPDCL indicating the date of manufacturing and number of poles be put before with particular lot so as to identify the lot by inspecting officer.

9] MARKING: The poles shall be clearly and indelibly marked with the following particulars during manufacture, at a position between 5th (W5) and 6th (W6) window indicated in the drawing so as to easily read after erection in position. The mark shall be done by pressing embossed figures / letters of 50 mm height and 20 mm width with gap of 5 mm between two figures. The sample drawing No. - C 583 - A is attached with the tender. (a) Date, month & year of manufacture,(On front face)

(b) Serial number of pole, and (On front face) (c) Maker’s serial number & mark (On front faces)

Maker’s serial number or mark on both sides of faces in oil painting to be marked before placing in curing pond. (d) DNHPDCL (in words)(above planting depth)

The pole shall also be suitably marked for the planting depth i.e. 1381 mm from bottom. On both the end of pole the anti corrosive paint i.e. epoxy based bituminous paints two coats are to be applied. One before putting in curing pond and second after removing from the pond.

[10]CUBE TESTING:

Total 6 Nos. Cubes of 100mm X 100mm X 100mm size concrete shall be cast daily and tested at release, i.e. after approx. 72 Hours of cast as well as after 28 days, in accordance with Indian Standard specification at contractor’s own expense. The mix for concrete adopted shall be such as to give cube strength not less than 225Kg/cm2 at release (after 3 days) and 450 Kg/cm2 after 28 days. Cube testing machine shall always be kept in the working condition and regular cube tests shall be taken and results be recorded in the registers duly signed by engineer-in - charge and representative of the contractor. AMPLING AND CONFORMITY

1] LOT: A. In any batch, all poles of the same class and same dimensions

shall be grouped together to constitute a LOT. B. If the number of poles in a lot exceeds 500 then the lot shall be

divided into suitable number of SUB-LOTS such that the number of

poles i.e. any sub-lot shall not exceed 500. The acceptance or otherwise of a sub lot shall be determined on the basis of the performance of sample selected from it.

2] Scale of Sampling: The number of poles to be selected from a lot or a sub-lot shall depend upon its size and shall be in accordance with col.1&2 of the table given below.

SAMPLE SIZE AND CRITERIA OF CONFORMITY

DIMENSIONAL REQUIREMENTS. Size of lot Sample Permissible NO. Of sample Poles Or Sub-Lot size No. of Defective (Out of Col.2) for

samples. Transverse Strength test (1) (2) (3) (4)

Up to 100 10 1 2 101 to 200 15 1 3 201 to 300 20 2 4 301 to 500 30 3 5

3] Number of Tests: All the poles as selected as above shall be tested for overall length, cross-section and uprightness. The number of poles to be tested for transverse strength test shall be in accordance with col. 4 of table. These poles may be selected from those already tested.

4] Criteria of conformity: A lot or sub-lot shall be considered as conforming to the specification if the conditions under are satisfied. The numbers of poles which dose not satisfy the requirements of overall length; cross-section and uprightness shall not exceed the corresponding number given in col.3 of Table. If the number of such poles exceeds the corresponding number, all poles in the lot or sub-lot shall be tested for these requirements, and those not satisfying the requirements shall be rejected. All the poles tested for transverse strength test shall satisfy the requirements of the test. If one or more poles fail, twice the number of poles originally tested shall be selected from those already selected, and subjected to the test. If there is no failure among these poles, the lot or the sub-lot shall be considered to have satisfied the requirements of this test. If one or more poles of the second samples fail, the lot or the sub-lot represented by the corresponding samples shall be considered not to have passed the test.

METHOD OF INSPECTION AND TESTING GENERAL: The tests on poles shall not be carried out earlier than 28 days from date of manufactured for poles manufactured from ordinary Portland cement or blast furnace slag cement. If a chloride free ad mixture is used or rapid hardening Cement of Grade 43 / 53 is used than pole can be tested at 14 days of age. The specimens shall be inspected and any specimen with visible flaws shall be discarded. If any test specimen fails because of mechanical reasons, such as failure of testing equipment of improper specimen preparation, it shall be discarded and another specimen shall be taken.

INSPECTION: The Tenderer shall offer Ready Made PSC Poles lot for inspection and relevant tests.

(i) For length - (ii) For Web thickness - (iii) Upright ness - 0.5 %

(01) DIMENSIONS: All the Poles shall be manufactured in accordance with the detailed dimensional drawing. The tolerance on dimension shall be limited to...

± 15 mm. - ± 5 mm.

(i.e. 72 to 1.005 / 0.995)

(02)METHOD OF TESTING: The pole shall be tested only in the horizontal position or as specified in I.S. 1678 / latest amendment & I.S. 2905 /1989 latest amendment. While testing in the horizontal position, provision shall be made by suitable supports to compensate for the overhanging weight of the pole; for this purpose the overhanging portion of the pole may be supported on a movable trolley or similar device.The frictional resistance of the supporting devices should be separately determined and deducted from the total final load applied on the pole. Theoretically the permanent deflection should be as per IS 2905 / 1966 and latest amendment thereof. The recovery of deformations should not be less than 90%.

A] Testing Arrangement - The pole shall be fixed in the crib longitudinally from butt to its ground line and then it shall be secured firmly in place. Wooden saddles with concave surfaces and other packing shall be placed around the pole to prevent injury to the butt section as specified in IS: 2905/1966 – latest amendment. To minimise vertical movement at the point of load application and to reduce the stresses due to dead weight of the pole, a rail support shall be provided near the point of load application, or alternately a number of friction less supports in the form of trolleys may be provided near the end or throughout the length of the pole. The rail support or other forms of support shall be such that any friction associated with the deflection of the pole under load shall not be a significant portion of the measured load on the pole. B] Loading - The load shall be applied at a point 600 mm from the top of the pole by means of a suitable device, such as a wire rope and winch placed in a direction normal to the direction of the length of the pole, so that the minimum length of the straight rope under pull (excluding the curved portion near the transmitting devices) is not less than two times the length of the pole. If the loading device is set sufficiently far away from the pole to make the angle between the initial and final positions of pulling line small, the error in assuming that the pull is always perpendicular to the original direction of the pole axis will be negligible. The pulling line shall be kept level between the winch position and the point where load is applied to the pole. The load shall be applied at a constant rate of 4 percent of the specified test load per minute and in accordance with procedure. C] Pulling Line: The pulling line shall be secured around the pole at the load point. Load measuring device shall be placed in a way so as to accurately measure in the tension in the pulling line. The other end of which is attached to the loading equipment (winch). D] Load Measurement: Load Cell with accuracy of 5 Kg. for measurement may be adopted. Load cell shall be calibrated before every test. The load measuring device shall be supported in such a way that the force required to pull it shall not add to the measured load on the pole and that no damage is cause to the instrument if the pole suddenly breaks under test. No pullies or any other device in between load application point and load cell will be allowed.

E] Deflections - The deflection of the pole and the load applied shall be measured simultaneously at different stages of loading to provide at least five sets of readings or as specified in I.S.2905 & latest amendment thereof. The measurement of the deflection of the load point shall be made in a direction perpendicular to the unloaded position of the pole axis. The measurement shall be made correct to the nearest 1 mm by use of datum board. A second datum line shall also be established from which the movement of the ground line if any shall be measured.

F] Procedure: Load shall be applied at a point 600mm from the top of the pole and shall be steadily and gradually increased to 250 Kgs. i.e. 50% of transverse load to observe the crack and then increase to 300 Kgs. for recording the deflection. The load shall be then reduced to zero and then increased gradually to 350 Kgs. load (equal to the deflection load plus 10 percent of the minimum ultimate transverse load), and held up for 2 minutes the load shall again reduce to Zero and successively increased by 10% of ultimate transverse load (i.e. 400 Kgs.). Thereafter the load shall be increased in steps of 25 Kgs. i.e. 5 percent of the minimum ultimate transverse load until failure occurs. Each time the load is applied, and shall be held for 2 minutes. The load applied to prestressed concrete poles at the point of failure shall be measured to the nearest five kilograms. G] RECORDING OF DATA AND MEASUREMENTS: (i) Any hair cracks appearing at a stage prior to the application of the design transverse load at first crack shall be measured using feeler gauges & shall be recorded. It should also be recorded, whether the hair cracks, if any, produced on application of the 60 percent of the minimum ultimate transverse load close up on the removal or reduction of the test load.

(ii) The load applied to the pole at the time of failure shall be measured to the nearest 5Kg. iii) A Prestressed concrete pole shall be deemed not to have passed the test if crack wider than 0.1mm appears at a stage prior to the application of the design transverse load at first crack (200 Kgs.)

(iv) The definition of failure of PSC Pole in test will be (i) permanent set more than 2.5Cm. at load of 500 Kgs. Or (ii) Deflection of more than 25 Cm. at load of 500 Kgs.

H] ULTIMATE FAILURE: The conditions existing when the pole ceases to sustain a load increment owing to either crushing of concrete or snapping of the prestressing tension or permanent stretching of the steel in any part of the pole. At least one pole shall be subjected to destruction test in the contract in presence of representative from DNHPDCL, Silvassa.

I / We confirm having read the above conditions and also accept the same without any deviations.

Seal of the Firm Signature of the Authorized Place: Representatives of the firm

Date:

(TECHNICAL BID FORMAT) TECHNICAL DATA OF PSC POLES

The Guaranteed Particulars of PSC Poles 8 Mtr. 200 Kg.

01. Working load : 200 Kg.

02. Factor of safety : 2.5

03.

Ultimate Load

: 500 Kgs.

04.

Dimensions

:

(a) Bottom Cross-Section : 336.55 x 139.7 mm. (b) Top Cross-Section : 114.3 x 139.7 mm. (c) Total height : 8000 mm. (d) Uprightness (Taper) : 1 to 72 (mm or inch).

(e) Web thickness. : 57.15 mm (2.25 inch). (f) Planting Depth : 1381 mm.

05. No. of Windows : 09 nos.

06.

No. of 20mm dia. holes. (i) On Front face : 02 nos. (100 mm apart). (ii) Side face : 06 nos. (300 mm apart).

07. Minimum requirement:

(a)

Cube Test

: 450 Kg/Cm2 (28 days). : 225 Kg/Cm2 (3 days).

(b)

Initial tension in HT Steel Wire/Pole.

:

70% of 175.00 Kg/mm2 as specified in related

I.S.Code

Date:

Place: Signature of the Authorized Representatives of the firm

TECHNICAL SPECIFICATION OF COIL EARTHING 1. SCOPE:- The specification covers design, manufacture, testing of Earthing Coils for use in earthing of the HT & LT poles.

2. GENERAL REQUIREMENTS:-

Earthing coils shall be fabricated from soft GI Wire Hot Dip Galvanized. The Hot Dip galvanized wire shall have clean surface and shall be free from paint enamel or any other poor conducting material. The coil shall be made as per REC constructions standard.

The Hot Dip galvanizing shall conform to IS: 2629/1966, 2633/1972 and 4826/1969 with latest amendments.

3. TESTS:- a) Galvanizing Tests

Minimum Mass of Zinc - On GI Wire used 280 cm/m² After Coiling-266 gm/m².

The certificate from recognized laboratory shall be submitted towards mas of zinc.

b) Dip Test Dip test shall stand 3 dips of 1 minute and one dip of ½ minute before coiling and 4 dips of 1minute after coiling as per IS: 4826/1979

c) Adhesion Test

As per ISS 4826 – 1979. 4. DIMENSIONAL REQUIREMENT:-

Nominal dia. of GI Wire -4 mm (Tolerance±2.5%) Minimum no. of turns – 115 Nos. External dia of Coil (Min) – 50 mm Length of Coil (Min) – 460 mm Free length of GI Wire at one end coil (Min.) – 2500 mm The turns should be closely bound. Weight of one finished Earthing Coils (min.) – 1.850 Kg.

Guaranteed Technical Particulars of Earthing Coil

(To be submitted along with Offer)

Sl. No. Technical Particulars Requirement Bidder’s Offer 1 Nominal diameter of the G.I. wire 4mm 2 No. of turns 115 3 External dia. of Coil 50mm 4 Length of Coil 460mm 5 Free length of GI Wire at one end coil 2500mm 6 Mass of Zinc 7 Total weight of Coil 1.850Kg. 8 Whether drawing enclosed

Seal & Signeture of the tenderer

TECHNICAL SPECIFICATION STAY SETS

1.0 SCOPE

This specification covers design, manufacture, testing and dispatch of GI Stay

Sets of 16 mm dia.

2.0 GENERAL REQUIREMENTS

2.1 16 MM Dia Stay sets (Galvanized) – LT Stay Set

This stay sets (Line Guy set) will consist of the following components:-

2.1.1. Anchor Rod with one washer and Nut

Overall length of rod should be 1800 mm to be made out of 16 mm dia GS Rod, one end threaded up to 40 mm length with a pitch of 5 threads per cm and provided with one square GS washer of size 40 X 40 x 1.6 mm and one GS hexagonal nut conforming to IS:1367:1967 & IS:1363:1967. Both waster and nut to suit threaded rod of 16 mm dia. The other end of the rod to be made into a round eye having an inner dia of 40mm with best quality welding. 2.1.2. Anchor Plate Size 200 x 200 x6 mm

To be made out of GS plate of 6 mm thickness. The anchor plate should have at its centre 18 mm dia hole. 2.1.3 Turn Buckle & Eye Bolt with 2 Nuts

To be made of 16 mm dia GS Rod having an overall length of 450mm, one end of the rod to be threaded up to 300 mm length with a pitch of 5 threads per cm and provided with two GS Hexagonal nuts of suitable size conforming to IS:1363:1967 & IS:1367:1967. The other end of rod shall be rounded into a circular eye of 40 mm inner dia with proper and good quality welding. 2.1.4. Bow with Welded Angle

To be made out of 16mm dia GS rod. The finished bow shall have an over all length of 995 mm and eight of 450 mm, the apex or top of the bow shall be bent at an angle of 10 R. The other end shall be welded with proper and good quality welding to a GS angle 180 mm long having a dimension of 50 x 50 x 6 mm. The angle shall have 3 holes of 18 mm dia each. 2.1.5 Thimble

To be made on 1.5 mm thick GS sheet into a size of 75 x 22 x 40 mm and shape as per standard shall be supplied. Average Weight of Finished 16mm Stay Sets shall be at least 7.702 KG (Minimum) (Excluding Nuts Thimbles and Washer) 8.445 Kg. (Maximum) **********************

TECHNICAL SPECIFICATION FOR ALL ALUMINIUM STRANDED

ALLOY CONDUCTORS (AAAC)

[1] SCOPE:

This specification covers details of All Aluminium Alloy Conductor (AAAC) for use on overhead lines. The sizes of the conductor cover under this specification are as under:

1 Code Name AAAC Weasel AAAC Rabbit AAAC Dog. 2 Size 7/2.5 mm 7/3.15mm 7/4.26 mm 3 area in mm2 34 mm2 55 mm2 100 mm2

[2] APPLICABLE STANDARDS:

Unless otherwise specified in the specification, the conductor shall comply with IS-398 (Part-IV)/1994 with latest amendment if any & REC Specification 33/1984 (Revised March-2000).

[3] PROPERTIES OF WIRES:

The Properties of aluminum alloy wires to be used in the construction of the stranded conductors shall be as in the following table.

TABLE - I Aluminium Alloy wires used in the construction of stranded Aluminium

alloy conductors.

Diameter in mm

Cross Sectional area of wire

(nominal dia.)

Mass

Kg/Km

Minimum breaking load after stranding

Resistance (at 20ºC) ohm

/KM Nominal Min. Max Max.

2.5 2.47 2.53 4.909 mm2 13.25 1.44 KN 6.845 3.15 3.12 3.18 7.793 mm2 21.04 2.29 KN 4.290 4.26 4.22 4.30 14.253 mm2 38.48 4.18 KN 2.345

[4] PROPERTIES OF CONDUCTORS: The properties of stranded all aluminum alloy conductors of various sizes shall be as in the following table.

TABLE- II ALL ALUMINIUM ALLOY CONDUCTORS (AAAC)

Nominal alloy area

Strands & wire dia.

Sectional Area

approx. overall

dia.

approx. mass

Calculated resistance at 20ºC (max)

Approx. breaking

load. sq. mm mm sq. mm mm Kg/KM Ohm/KM KN

34 7/2.5 34.36 7.5 94.00 0.990 10.11 55 7/3.15 54.55 9.45 149.2 0.621 16.03 100 7/4.26 99.77 12.78 272.86 0.339 29.26

[5] FREEDOM FROM DEFECTS: The wire shall be smooth and free from all imperfections like, spills, splits & scratches.

[6] MATERIAL:

The conductor shall be constructed of heat treated Aluminium Magnesium silicon alloy wires having composition appropriate to the mechanical and electrical properties specified in IS-398 (Part IV)/1994 and this specification.

[7] JOINTS IN WIRES:

There shall be no joint in any wire of a stranded conductor containing seven wires, except those made in the base rod or wire before final drawing.

[8]STRANDING:

8.1 The wires used in the construction of a stranded conductor shall before stranding

satisfy all the relevant requirements of this specification. 8.2 The lay ratio shall be minimum 10 and maximum 14.

8.3 The outer layer shall be right handed. The wires in layer shall be evenly and

closely stranded. [9] SAMPLING CRITERIA:

The sampling criteria for acceptance test shall be 10% of the number of reels or drum of the lot size in accordance with clause No. 12.1 of IS-398 (Part-IV)/1994.

[10] ACCEPTANCE TESTS:

Following acceptance tests as per IS-398 (Part-IV)/1994 with latest amendment if any shall be carried out on all samples.

(i) Measurement of lay ratio. (ii) Measurement of diameters of individual wire. (iii) Measurement of resistance of individual wire. (iv) Breaking load test of individual wire. (v) Elongation test of individual wire.

[11]GUARANTEED TECHNICAL PARTICULARS (GTP):

The Guaranteed Technical Particulars (GTP) given in the Appendix-A are generally in conformity with IS-398 (Part-IV) of 1994.

The manufacturer offering ISI certificate mark, shall be deemed to be manufacturing conductor meeting the guaranteed technical particulars given in Appendix-A.

##############

APPENDIX –A

GUARANTEED TECHNICAL PARTICULARS (GTP)

Bidder has to confirm following important requirements.

Sr. No.

PARTICULARS

CONFIRMATION

A1 Conductor shall be manufactured as per IS-398 Part-IV/1994 or latest amendment of it.

A2

Wooden drums shall be as per IS-1778/1980 with latest amendment, if any and shall be painted as per specification

A3 Spacing between outer layer of conductor and inner surface of lagging shall be 75mm min.

A4

Standard length shall be (a) 2000 meters for 34 mm2 & 55 mm2 with 5% (five percent) tolerance.

A5

Short length shall not be less than 50% of the standard length. Also such random / short length shall not exceed 5% (five percent) of the ordered quantity.

A6 Maximum three numbers of random length shall be wound on any one drum.

A7 Conductor shall have 7 Nos. of wires. And outer lay shall be right handed.

A8 Drum Size shall be as per IS-1778/80 with Amendment No. I of 1989

A9

Properties of individual wires shall be as under: Dia of wire 34 mm² 55 mm² Nominal 2.5 3.15 Minimum 2.47 3.12 Maximum 2.53 3.18 Mass in kg/km 13.25 21.04 Min.BL after stranding 1.44 2.29 Res.at 20ºC (max) 6.845 4.290 App. overall diam. of complete stranded conductor in mm

7.50

9.45

App. mass in kg /km 94.00 149.20 Approx. calculated breaking load in KN

10.11

16.03

Calculated max. res. at 20ºC in ohms/km

0.990

0.621

Minimum lay ratio 10 10 Maximum lay ratio 14 14

B1 BIS License number(Copy Enclosed) B2 Validity Up to B3 List of Plant & Machinery.

B4 List of NABL approved test house calibrated Testing equipments.

PLACE: Signature & Seal of Tenderer

GUARANTED TECHNICAL AND OTHER PARTICULARS OF L. T. SHACKLS INSULATOR(TN-4329)

1. Manufacturer’s Name & Address

i) Office : ii) Works :

2. Standard Specification : IS : 1445/1977 With latest to which the insulators amendment. Shall confirm

3. Size of Insulators : 90mm x 75 mm brown glazed. 4. Tolerance on various : + (0.04d+1.5)mm

Dimensions.

5. Minimum failing load(KN) : 11.5 KN

6. Dry power frequency : 23 KV rms Withstand voltage, KV (rms)

7. Wet power frequency : 10 KV withstand voltage, KV (rms)

8. Power frequency puncture : 1.3 x the actual dry flash over voltage withstand voltage, KV (rms)

9. Weight per piece (KG) : (approximate)

10. Details of packing : In double gunny/single HDP bags and

each insulator wrapped in grass. Each bag weighing upto 50 Kg only.

11. Marking : Trade mark / year of manufacture /

country / Purchaser’s Name

i.e. DNHPDCL, D & N. H.

12. Any other particulars which the bidder may like to give.

PLACE: Signature & Seal of Tenderer

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