SOUTH CENTRAL RAILWAY Office of the Divisional Railway ... · 3)Schedule-A-2:-(+)190%(Plus One...

Tender No.24/East/2013

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BZA Divn., SCR, T.No.24 /East/2013 invited vide Open Tender No.DRM/Works/BZA/09/2013 dt.08-07-2013, date of opening on 14-8-2013 for the work of “BZA-GDV section: SW-I)Closing of manned level crossing gate LC No.28 at Km.25/1-2 duly

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By Regd. Post Ack. due

SOUTH CENTRAL RAILWAY

Office of the

Divisional Railway Manager, Works Branch,

Vijayawada. No: B/W.496/I/4/T.24/East/2013/T.V Date:- 06-11-2013

To Shri K.S.R.K.Prasad, Railway Contractor, #54-14/6-2/5, Srinivasa Nagar, Bank Colony, Gunadala, Vijayawada-520008

Sir,

Sub:- Tender No.24/East/2013 for the work “ Vijayawada Division :Vijayawada-Gudivada section:

SW-I: Closing of manned level crossing gate LC No.28 at km.25/1-2 duly

providing link road to LC.No.27 at km 4/2-3 between

Vijayawada-Gudivada stations.

SW-II:Closing unmanned level crossing gate LC No.23 at km 21/4-5&

LC No.25 at km 23/1-2 between Vijayawada-Gudivada stations.

SW-III:Repairs to road at level crossing gate Nos. 140,147,148,150,151,

1/E,5E,314/A,7&8 in ADEN/Vijayawada sub-division..”

Ref:- Your tender for the above work submitted on 14-08-2013 and valid upto 11.11.2013. &&&&

In response to your offer submitted on 14-08-2013 for the Tender No.24/East/2013 invited vide Open Tender Notice No.DRM/Works/ BZA/09/2013 dt.08-07-2013, the competent authority has accepted your offer

at the rates quoted by you for the above work for a total value of `̀̀̀1,41,64,841/- (Rupees One Crore, forty one lakhs, sixty four thousand, eight hundred and forty one only) with the following rates:- Rates:-

1) Schedule-A :- (+)118% (Plus One hundred and eighteen percent only) on USSR,2010.

2) Schedule-A-1:- (+)37% (Plus Thirty seven percent only) over USSR,2010

3)Schedule-A-2:-(+)190%(PlusOne hundred and ninety percent only)over P.Way SSR 2004

4)Schedule-A-3:- (+)28% (Plus Twenty eight percent only) over USSR,2010

5) Schedule-B:- (+)10% (Plus Ten percent only) on basic rates of N.S. items.

2. The work should be completed within Nine Months from the date of issue of letter of acceptance of tender and the Maintenance Period is Six Months after completion of the work.

3. The sum of `1,92,000/- { FDR A/C No.33209481897dt. 14-08-2013 issued by State Bank of India, Station road,Vijayawada} towards E.M.D of has been adjusted as part amount of the security deposit. The balance security of `5,16,242/- shall be recovered at the rate of 10% of the bill amount till the full security deposit of

`7,08,242/- is recovered. Page.2

DEN/East/BZA


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BZA Divn., SCR, T.No.24 /East/2013 invited vide Open Tender No.DRM/Works/BZA/09/2013 dt.08-07-2013, date of opening on 14-8-2013 for the work of “BZA-GDV section: SW-I)Closing of manned level crossing gate LC No.28 at Km.25/1-2 duly

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4. In terms of Special conditions of contract, you shall furnish a Performance Guarantee in the form of

an irrevocable bank guarantee amounting to 5% of the contract value i.e., `7,08,242/- before signing

of the agreement. The performance guarantee should be initially valid up to the stipulated date of

completion plus 60 days beyond that and should be submitted within 30 (thirty) days from the date

of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 30(thirty) days and upto 60 days from the date of issue of LOA shall be given by the Authority who is

competent to sign the contract agreement. However, a penal interest of 15% per annum shall be

charged for the delay beyond 30 (thirty) days, ie., from 31st day after the date of issue of LOA. In

case of failure to submit the requisite PG even after 60 days from the date of issue of LOA, the

contract shall be terminated duly forfeiting EMD and other dues, if any payable against that

contract. The failed contractor shall be debarred from participating in re-tender for the work.

5. Until a formal agreement is executed, acceptance of the Tender shall constitute a binding contract

between you and the administration.

6. You have to abide by the Contract Labour (Regulations and Abolition Act 1970) and rules, regulations

and amendments thereto that may be followed from time to time are binding on you in respect of this

contract. You have to submit the application in the prescribed form (Form-V) in triplicate for

license under Contract labour (Regulation and Abolition) Act for 20 or more workers and

under BOCW Act for less than 20 Workers together with the demand draft towards security

deposit and license fee to the undersigned to forward the same to the concerned Licensing Officer for

issue of the license irrespective of the number of labour employed for the work. The work should not

be executed without a valid labour license.

7. Failure to start the work within ten days, the contractor is liable for penal action as per clause 62 of

the General conditions of contract. Encl: 1)Tender schedule with special conditions,

2)Copy of Performance Guarantee. {The stamp paper should be sold to the Bank issuing the

P.G. The cost of Stamp paper should be as stipulated by the Govt. of the State wherein the

executing Bank is located and the same certified by the Bank in their forwarding letter. The

Bank Branch which issues the P.G. to indicate in the letter forwarding the PG to Railway

whether their Branch or the Zonal / Regional (Controlling Office) is empowered to confirm the issue of the PG on reference by Railway}

Yours faithfully,

(G. Srinivasa Rao), Divisional Engineer(East), S.C.Railway, Vijayawada.

For and on behalf of the President of India

Copy to: Sr.DFM/BZA for information

Copy to ADEN/BVRM, ADEN/BZA, SSE/Works/BZA & GDV,SSE/Drg./Track,

OS/ WA/East for information

Copy to: Asst.Labour Commissioner (Central), 5th Floor, Central Govt. Office Complex,

Plot No.G-2, Industrial Estate, Autonagar, Vijayawada-520007 and Labour

Enforcement Officer (General),Prakashnagar, Rajahmundry, East Godavari

District for kind information.


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BZA Divn., SCR, T.No.24 /East/2013 invited vide Open Tender No.DRM/Works/BZA/09/2013 dt.08-07-2013, date of opening on 14-8-2013 for the work of “BZA-GDV section: SW-I)Closing of manned level crossing gate LC No.28 at Km.25/1-2 duly providing link road to LC No. 27 at Km 24/2-3 between BZA-GDV stations., SW-II)Closing of unmanned level crossing gate LC No.23 at Km.21/4-5 & LC No. 25 at km 23/1-2 between BZA-GDV stations., SW-III)Repairs to road at level crossing gate nos. 140,147,148,150,151, 1/E,5E, 314/A, 7 & 8 in ADEN/BZA sub-division.”

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South Central Railway Vijayawada Division


Name of

work :-

Vijayawada Division: Vijayawada - Gudivada section:

SW-I: Closing of manned level crossing gate LC No.28 at Km.25/1-2 duly providing link

road to LC No. 27 at Km 24/2-3 between BZA-GDV stations.

SW-II:Closing of unmanned level crossing gate LC No.23 at Km.21/4-5 & LC No. 25 at km

23/1-2 between BZA-GDV stations.

SW-III: Repairs to road at level crossing gate nos. 140,147,148,150,151, 1/E,5E, 314/A, 7 & 8

in ADEN/BZA sub-division.

Similar Nature of work Road work or LC gate road or paving work.

Aggregate Contract Value : `̀̀̀1,41,64,841/- (Rupees One Crore, forty one lakhs, sixty four thousand, eight hundred and forty one only))

S. No.

SW No

Est.Sanc.No. Allocation Amount

1 SW-I Closing of manned level crossing gate LC No.28 (LSWP Project ID No. 11.06.29.12.4.55.006 of 2012-13) DEN/East/BZA Sanc. Est. No. B/W. 287/I/769/Plg Dt. 13-02-2013

26-2946-03 `25,52,155/-

2 SW-II Closing of unmanned level crossing gate LC No.23 & 25. (LSWP Project ID No. 11.06.29.12.4.55.009 of 2012-13) DEN/East/BZA Sanc. Est. No. B/W. 287/I/770/Plg Dt. 13-02-2013

26-2946-03 `25,82,639/-

3 SW-III Repairs to road at level crossing gate DEN/East/BZA Sanc. Est. No. B/W. 287/I/788/Plg Dt. 15-05-2013

04-532-32 `44,37,378

Completion period NINE months

Period of Maintenance Six Months

Name of the Contractor

Shri K.S.R.K.Prasad, Railway Contractor, #54-14/6-2/5, Srinivasa Nagar, Bank Colony, Gunadala, Vijayawada-520008

SCHEDULE - A List of Items of works that are covered by Unified SSR 2010 (Works & materials)

Sl. No.

SSR item No.

Description Qty in Total

Qty RateRateRateRate (`.P.)(`.P.)(`.P.)(`.P.)

UnitUnitUnitUnit AmountAmountAmountAmount (`.)(`.)(`.)(`.) SW-I SW-II SW-III

1 013120 Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms, etc., with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling, taxes, octroi and royalty etc., as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the special conditions of contract.

4800 4860 570 10230 164.84 Cum 1686313

2 013130 Extra for machanical compaction of earth/blanketing material filled in embankement with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per latest edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow.

4800 4860 570 10230 13.67 Cum 139844 (Items two only) Total of Schedule 'A' 1826156

Percentage rate agreed in "FIGURES" and in "WORDS"

(+)118% (Plus One hundred and eighteen percent only)

Over USSR 2010.


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SCHEDULE – A-1 List of Items of works that are covered by Unified SSR 2010 (Works & materials)

Sl. No.

SSR item No.

Description Qty in

Total Qty

RateRateRateRate

(`.P.)(`.P.)(`.P.)(`.P.) UnitUnitUnitUnit

AmountAmountAmountAmount

(`.)(`.)(`.)(`.) SW-I SW-II SW-III

1 231041 Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. Sub-base with stone aggregate 90mm to 45mm including stone screening 13.2mm size

800 810 350 1960 1155.43 Cum 2264643

2 231042 Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc.Base course with 63mm to 45mm size including stone screening 13.2mm size

0 0 320 320 1228.11 Cum 392995


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Sl. No.

SSR item No.




3 231043 Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc.Base course with 53mm to 22.4mm size including stone screening 11.2mm size

400 405 0 805 1286.18 Cum 1035375

4 142017 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete upto 800mm dia. 600mm dia. RCC pipe

40 40 0 80 1050.37 Metre 84030

5 031012 Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - all works upto plinth level 1:3:6 ( 1 cement: 3 sand:6 graded stone aggregate 40mm nominal sze)

24 24 0 48 1865.68 Cum 89553

6 252020 Moorum 648 656 0 1304 201.25 Cum 262430


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Sl. No.

SSR item No.




7 012040 Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift

648 656 0 1304 22.30 Cum 29079

8 238014 Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base / binding course, mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material and laying with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per specifications, to achieve the desired density, but excluding the cost of primer / tack coat50mm average compacted thickness with bitumen of 60/70 grade @ 3.5% by weight of total mix

0 0 5020 5020 302.59 Sqm 1519002


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Sl. No.

SSR item No.

Description

Qty in

Total Qty

RateRateRateRate (`.P.)(`.P.)(`.P.)(`.P.)

UnitUnitUnitUnit AmountAmountAmountAmount (`.)(`.)(`.)(`.)

SW-I SW-II SW-III

9 233011 Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specification On W.B.M. @ 0.4kg/ sqm

0 0 0 5020 5020 23.10 Sqm 115962

10 235010 Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180micron sieve) with bitumen using 128 kg of bitumen of grade 80/ 100 bitumen and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete. Note - This should not be operated along with Hot mix carpeting

0 0 0 5020 5020 58.20 Sqm 292164

(Items ten only) Total of Schedule 'A1' 6085232


(+)37% (Plus Thirty seven percent only)

over USSR,2010.

Schedule A2 List of Items of works that are covered by P-way SSR 2004

Sl. No.

SSR item No.

Description Qty in

Total Qty


UnitUnitUnitUnit AmountAmountAmountAmount (`.)(`.)(`.)(`.)

SW-I SW-II SW-III

1 18021002

Overhauling of level crossing with black top road/other than black top which will also include digging out up to 250mm below sleeper, screening ballast, making good ballast, with railway ballast from stacks/heaps with in a lead up to 120m replacing worn out sleepers, worn out fittings and fastenings, check rails, filling back, ramming and levelling the road surface including fixing concrete slabs which were disturbed but excluding coal tarring of the road/slab joints, including scrapping of rails and tarring with two coats with contractor’s coal tar etc., and as directed by Engineer-in-charge. Black top road LC gates.

0 0 110 110 313.70 TRM 34507 (Item one only) Total of Schedule 'A2' 34507


(+)190% (PlusOne hundred and ninety percent only)

over P.Way SSR 2004


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Schedule A3 List of Items of works that are covered by Unified SSR 2010 (Works & materials)

Sl. No.

SSR item No.

Description Qty in

Total Qty


UnitUnitUnitUnit AmouAmouAmouAmountntntnt

(`.)(`.)(`.)(`.) SW-I SW-II SW-III

1 033060 Supply and using cement at worksite:

a 033062 OPC 53 grade 5.40 5.40 0 10.80 4600 Tonne 49680

(Item one only) Total of Schedule 'A3' 49680

Percentage rate agreed in "FIGURES" and in

"WORDS"

( (+)28% (Plus Twenty eight percent only)

over USSR,2010

Schedule - B List of Items of works that are not covered by Unified SSR 2010 (Works & materials) & P-way SSR 2004

Sl. No




1 Manufacturing, supplying and fixing of wicket gates at manned level crossing gates as per standard drawing no. DRM/W/SC/LC/162/2010 including contractor's materials, labour, painting, earth work, excavation, concrete, sand, metal, cement, transportation, tools & plants, equipment, machinery, welding, electrical, curing, loading, unloading etc., complete and as directed by the Engineer-in-charge at site. Note: 1) The rate include supply of all materials like MS angles, MS plates, concrete, cement and as directed by the Engineer-in-charge. 2) The rail will be supplied by the Railway at SSE/P-way depot or suitable place. The contractor has to cut the rails of suitable size and transport the same to work spot without any extra payment.

0 0 18 18 5182 Each 93276

2 Fabrication and errection of rail type barricade along pathways in position using 90R/52kg rails supplied by Railway at depot duly excavating pit of size 450mmx450mmx600mm for erection of rail required height in the correct alignment including transportation of rails from the stores to site of work embeding in concrete 1:3:6 mix using 40mm size hard stone aggregate including cutting and fixing of rails and connecting horizontal rails to the vertical posts with contractor's bolts and clamps duly painting two coats of approved quality paint as per the drawing with all contractor's labour, tools, plant, materials and machinery, all lead , lift and crossing of tracks including contractor's cement as per specification and as directed by the Engineer-in-charge.

0 0 143 143 7771.70 MT 1111353.1


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Sl. No.




3 Supplying, fabricating, erecting and fixing of height gauges with MS steel such as ISMC / ISMB beams, columns, MS plates, stiffeners, angles etc., of various sizes and thickness as per standard drawing including cutting to the required size and shape, welding where ever necessary, drilling of holes to required diametre erecting and fixing to the railways specification including painting coat of primers with Zinc chromites to specification IS 104 and Zinc chromites red oxide over Zinc chromites to specification IS 2074 and two coats of Aluminium as per specification with all contractor's materials, structural steel, bolts and nuts, labour, tools, plant, machinery, scaffolding, vehicle, transportation, including lead, lift, loading, unloading, excavation, contractor's cement etc., complete including crossing of track where ever necessary and as directed by the Engineer-in-charge at site. Note: The steel used for height gauges shall conform to specification No. IS 2062-1992 grade A and it is to be ensured that the steel used shall not be of re-rolled variety and should be from stock yards of SAIL,TISCO,VIZAG steel and steel from any other company will not be accepted. Contractor should produce test certificates accordingly before starting the work.

0 0 3 3 38350 MT 115050


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10

Sl. No.




4 Erecting Railways top booms for height gauges/fencing with cutting the rails to the required length and drilling holes in rails to the required diametre and fixing with railways bolts and nuts, plate washers and connected clamps etc., complete with all contractor's labour, tools, materials, plants, lead and lift, loading and unloading etc., complete and as directed by the Engineer -in-charge at site.( Rate includes royality taxes & octroi complete)

0 0 4.50 4.5 2300 MT 10350

5 Providing of high intensity Red colour retro reflective sheet etc., on sliding boom with contractor's materials, labour, tools, plants, transportation etc., including crossing of tracks and as directed by the Engineer-in-charge at site complete.

0 0 8 8 2354 Sqm 18832

6 Supplying and providing of stainless steel pipe of 75mm dia and length as required at site as per the instructions of the Engineer-in-charge at site complete.

0 0 144 144 550 RM 79200

7 Excavation foundation and erection of slide boom bar on either sids of LC gates including laying of CC 1:3:6 concrete with all contractor's materials, labour, curing etc., complete

0 0 8 8 12787 Set 102296

(Items seven only) Total of Schedule 'B' 1530357.1

Percentage rate agreed in "FIGURES" and in

"WORDS"

(+)10% (Plus Ten percent only) on basic rates of N.S. items.

CONDITIONS

1. The Tenderers are required to quote uniform percentage rate above/below/at par on the

items of the Schedule A, A1, A2, A3 & Schedule B, separately both in figures and words. If

there is any variation in between the uniform percentage rate quoted in words and figures,

the uniform percentage rate quoted in words will be taken as correct and final.

2. The quantities shown in the tender schedule are approximate and shall be operated in full or

part at the discretion of the Engineer in charge.

3. Payment will be made based on the actual quantities operated/executed.

4. The Railway administration will not be responsible for the safety of contractor’s Labour

engaged for this work.

5. The lead for transportation of P-Way materials shall reckoned based on the shortest Railway

route/Road route.


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6. The contractor shall make his own arrangements for men, materials, tools, consumables etc.,

required for the work at his own cost and shall be responsible for safe working of trains at a

restricted speed of 20 Kmph on work spot.

7. Conservancy charges as applicable and as modified from time to time will be recovered

from Contractor’s running bills.

8. In the event of any accident at the work site and it is established during the departmental

enquiry by the Railways that the accident occurred wholly or partly due to any act of

tentamounting to negligence on the part of the Contractor or his labour in not adhering to the

instructions of the Engineer-in-charge. The Contractor shall himself be liable for damage

and also legal prosecution if loss of life is involved.

9. The contractor is primarily responsible for safety of traffic and also that of his staff working

on track. No compensation what so ever towards damage to men, material of the contractor

will be paid by railways it is essential that adequate safety measures are taken for safety of

the trains as well as the work force.

10. The look out and whistle caution orders shall be issued to the trains and speed restrictions imposed where considered necessary. Suitable flagmen/detonators shall be provided where

necessary for protection of trains.

11. The unloaded ballast/rails/sleepers/other P.Way materials after unloading along track should

be kept clear off moving dimensions and stacked as per the specified heights and distance

from the running track.

12. Supplementary site-specific instructions, wherever considered necessary, shall be issued by

the Engineer in Charge.

13. If any other items of works covered by U. S. S. R. & P-way SSR 2004 are required to be

carried out for the same percentage shown there in enhanced/ diminished/ at par as the case

may be at the same percentage as tendered/accepted for this work.

14. The items included in the tender schedule should be carried out in accordance with the S. C.

Railway standard specifications for materials and works 2010 with the up to date correction slip there to of S.C.Railway

15. The contractor is responsible for safe passage of trains. All trains will be allowed with the

specific approval of SSE/SE/P.Way-in-charge in the portion of track under repairs by the

Contractor. Any variation in this regard, the Contractor will be held responsible for all

damages caused out of negligence manipulated by his staff.

16. The work to be carried out under traffic conditions. It is the responsibility of the Contractor to see that there is no detention or interruption to the movement of trains and ‘No Claim’

will be admissible towards loss of time/wastage of labour employed etc., that may be

incurred by the contractor due to movement of trains. The rate quoted should cover all such

contingencies.

17. The contractor should engage qualified engineer/retired P.Way Inspector conversant with

P.Way work to supervise at his cost. Work should be taken up only in the presence of the Engineer nominated for this work.

18. It is the responsibility of the contractor to arrange for watchman to guard against theft etc.,

till that times the released materials is handed over to Engineer – in - charge.


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19. Payment for the earthwork will be made to the quantities arrived to cross section

measurements duly deducting 16% for ordinary soils towards subsidence allowance if

consolidation with power rollers not done.

20. Leveling, dressing and sectioning to profile of earthwork should be done in layers inclusive

of breaking up of clods as per specification.

21. The contractor/tenderer has to make his own arrangements for obtaining the earth from

private land owners by paying necessary fees etc. for the same. No extra payment will be

made nor entertained towards the same or any pathway if required to be formed for

execution.

22. The amount of Royalty payable to the Government Department as per rules and the

contractor has to bring the certificate from the Government Department. IOW/PWI/ADEN

has to give the certificate in the bill that whether the earth is brought from Government land

or not.

23. The contractor has to acquire land from barrow area of earthwork against item no 1 of schedule A at his own cost. If the earth is brought from barrow area within 200 mts. from

Rly. Boundary, payment for such quantity will be made only 50% of the rate quoted for item

no 1 i.e. earthwork.

24. Special Condition for earth work:

When earth work in bank or cutting is done abutting the running line, the contractor shall

take adequate precautions to avoid accidents/damages to running trains or to any other

property of the railways or the lines, persons or property of others, from what so ever cause

in connection with the work. The zone of activities for execution of work close to the track

shall be clearly demarcated at site by the contractor as directed by Engineer. The

demarcation of the area shall be done by the contractor by providing temporary rope

barricades with bamboos bullies at his cost. Railway will arrange to provide flagmen to give

indication of the running trains and directions to ensure that the work does not interfere with

running trains. The contractor as per the directions given to him without infringing the moving dimensions shall execute the work. No vehicle should beyond the rope carried

infringing schedule of dimensions.

It should be ensured that flagmen are posted at all work sites to give an indication of the

running trains and vehicles direction to ensure that the contractor’s workmen/vehicles do not

infringe the moving dimensions.

Seignior age charges for supply of earth, moorum , sand and other minerals as fixed by State

Government and payable to them as revised from time to time during the currency of contract will be recovered by Railway from the contractors on account and final bills and

remitted to the state government. The rates quoted by the Tenderer shall be inclusive of

these charges. Claims regarding revision of Seignior age charges and consequent

enhancement of the accepted rate will not be entertained

25. This work shall be completed with in 9 months from the date of issue of acceptance letter

Place : Vijayawada

Date : - -2013


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SPECIAL CONDITIONS FOR BUILDING WORKS.

1. For any other items not specially shown in the schedule of rates appended to the

tender document, the Divisional Engineer will offer rates as shown for the

relevant zone in the SC Rly’s printed Standard Schedule of Rates, 2010 subject

to the same percentage adjustment accepted; in the contract being applicable to

the additional items.

2. The quantities shown in the tender schedule are approximate and will be

operated in full or part at the discretion of the Engineer in charge. Payment will

be made based on the actual items operated.

3. All items included in the tender schedule should be carried out in accordance

with the Standard Specifications.

i) For materials and works up to date corrections there to of S C Railway

ii) All materials to be supplied and used by the contractor in connection with this

for should have prior specific approval of the Engineer in charge and should be

in accordance with the specifications for materials and works of SC Railway

iii) Details of fittings and fastenings required for wooden doors, cup-boards and

ventilators, etc., should be of approved quantity and should have prior approval

of the Engineer in charge and should be in accordance with the Standard

Specifications for Materials and works of SC Railway.

4. The tenderers are required to study all the drawings.

i) Referred to in the tender thoroughly before quoting the rates.

ii) The Railway reserves the right to change their drawings during the execution of

works and the contractor should execute the work as per the revised drawings.

No extra payment nor claim will entertained on that account. Payment will be

made to the contractor for the work actually done at the accepted rates of

agreement.

5. Details of ducts, chassis, etc., that may be required to be provided for wiring,

etc., will be indicated during progress of the work.


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6. Tenderers/Contractors will arrange to provide them in walls, floors, RCC slabs,

etc., wherever necessary as directed by the engineer in charge without any extra

claim any pipes, conducts or hooks, required for electrical shall be placed by the

tenderer/contractor at any position indicated without any extra claim. The pipe

conducts hooks, etc., bends to the required slopes will be supplied by the

Railway at the site of work.

7. The contractor is required to safe guard the steel issued to him and to use the

same on the work in accordance with actual requirement as approved by the

Engineer as may be indicated in the relevant drawings or specification. Short

lengths of rods should also be utilized to the extent possible by over lapping the

joints.

i) Materials supplied by the Railway on its own cost, left over on completion of the

work will be the property of the Railway and should be returned to the

depot/godown as directed by the Engineer in charge. In case, it is noticed that on

completion or termination of work, the consumption of the materials had been

found to be in excess of the quantities laid down and the contractor is unable to

account fully, the materials issued either due to neglect in safe custody or to any

other reasons, covered at twice the issue rates. The issue rate should be the rate

of prevailing at the time of last issue of the materials concerned. While

computing the quantities, the wastage will be allowed in accordance with the

previsions stipulated there for in the conditions of the contract.

8. All works should be maintained after completion for a period of SIX months

and the contractor should made good any defects, imperfection of faults etc., at

his own cost, during the maintenance period and defects like cracks, works

should be made good by the contractor at his own cost inclusive of affected

masonry work etc., while rectifying the work.

9. Electrical energy that may be required for operating the plant, will be supplied

by the Railway wherever feasible at the discretion of the Railway on payment of

the charges as required by the Electrical department. The contractor will have to

make his own arrangements for taking the connection from the nearest Railway

electrical source of supply.

10. The cement supplied should conform to I.S. specification 8112 for 43 Grade or

I.S. Specification 12269 for 53 Grade before executing the work, the agency

should submit a test certificate for Standard Properties as well as indicating the

source of supply and brand of the cement.

Place : Vijayawada

Date : - -2013


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SAFETY PRECAUTIONS TO BE TAKEN AT WORK SITE.

1.1. The Contractor shall not allow any road vehicle belonging to his or his suppliers etc. to

ply in railway land next to the running line. If for execution of certain works, viz.,

earthwork for parallel railway line, supply of ballast for new or existing railway line

etc. road vehicles are necessarily to be used in railway land next to the railway line, the

contractor shall apply to the Engineer-in-charge for granting permission giving the type

and number of individual vehicles, names and license particulars and permanent

addresses of drivers, location, duration and timings for such work/movement. The

Engineer-in-charge or his authorized representative will personally counsel, examine

and certify the road vehicle drivers, contractor’s flagmen and his supervisors to be

deployed on the work, location, period and timing of the work.

This permission will be subject to the following obligatory conditions:-

i) The Road vehicle will ply only between sunrise and sunset.

ii) Nominated vehicles and drivers will be utilized for work in the presence of at

least one flagmen and one supervisor or his representative certified for such work.

iii) The vehicles shall ply 6 Meters (from Centre of Track) away from track. Any movement /work at less than 6 Meters and up to minimum 3.5 Meters clear of

track center shall only be done in presence of railway employees authorized by

the Engineer-in-charge . No part of road vehicle will be allowed at less than 3.5

Meters from track center.

iv) The Contractor shall remain fully responsible for ensuring safety and in case of

accident, shall bear the cost of all damages to the equipments and men and also damages to railway and its passengers.

v) Engineer-in-charge may impose any other condition necessary for a particular

work or site.

1.2.1. The Contractor at all times shall adopt safe working methods to ensure safety of

structures, equipments and labour at site of works.

1.2.2. The contractor shall not start any work without the presence of Railway supervisor or

his representative authorized by ADEN-in-charge and Contractor’s supervisor at site.

1.2.3. The methodology proposed to be adopted by the Contractor is to be approved by

Engineer-in-charge with a view to ensure of safety of trains, passengers and workers

and he shall also ensure that the methods and arrangements are actually available at site

before start of the work and the contractor’s supervisors and the workers have clearly

understood the safety aspects and requirements to be adopted / followed while executing

the work.

1.2.4. There shall be an assurance Register kept at each site, which will have to be signed by

both, ie., Railway Supervisor or his representative as well as the contractor’s supervisor

as a token of their having understood the safety precautions to be observed at site.


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1.2.5. Survey of site by Supervisor of contractor and Railway’s Supervisor is to be done to

assess precautions to be taken at site for working of trains and materials required for

protection.

1.2.6. The list of permissible / sanctioned infringements to moving dimensions for the section

shall be made available where work is to be done to execute the works without

infringing the moving dimensions.

1.2.7. Competency certificate issued by ADEN-in-charge with the Contractor’s supervisor at site

should be available in the format given in Annexure-I.

1.2.8. The detailed plans for safe execution of works, duly approved by the Division should be

available for undertaking execution of such works which have bearing on moving

dimensions, especially those works close to the running lines and fixed structures on

brides, inside tunnels etc., 1.2.9 Look-out caution, speed restrictions as well as traffic block shall be ensured where

necessary for execution of works affecting running lines.

1.2.10 Mobile phones or Walky-Talkie sets where necessary should be provided at work sites.

1.3. Precautionary measures to be taken at work site away from the track:-

1.3.1. Trenches and foundation pits should be adequately and securely fenced, provided with

proper caution signs and marked with red lights at suitable intervals during night to

avoid accidents. Adequate protective measures should be taken to see that the excavation operations do not affect or damage adjoining existing buildings.

1.3.2. Proper precautions should be taken for safety of persons and adjoining property before

undertaking any blasting operation. Red flags should be prominently displayed around

the area to be blasted. All the people on the work except those, who actually light the

fuses, should be withdrawn to a safe distance of not less than 300 meters from the

blasting site. Recommendations given in I.S. 4081:1986 should be followed for safety

during various operations involved in the process of blasting.

1.3.3. Suitable scaffold should be provided for workman for all works that cannot be safely

done from the ground or from solid constructions except such works which can be done

safely from ladders for a short period. When a ladder is used, extra labour should be

engaged for holding the ladder and if the ladder is used for carrying materials as well,

suitable foot holds and handholds should be provided on the ladder and ladder should be

given an inclination not steeper than 4 to 1 ( Four vertical to one Horizontal). 1.3.4. Workers employed on mixing asphalt materials, cement and lime mortars should be

provided with protective hand and footwear and protective goggles.

1.3.5. Workers employed in white washing and stacking of cement bags or any materials

which are injurious to the eyes should be provided with protective goggles.

1.3.6. Workers engaged in welding works should be provided with welder protective eye-

shields, single piece cotton cloth and shoes.

1.3.7. Stone breakers should be provided with protective goggles, leg-guards and protective clothing and they should be seated at sufficiently safe distance from each other.

1.3.8. A fully equipped First-Aid Box should be maintained at site by the Agency with at least

one person fully trained to give First-Aid.


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1.3.9. Inflammable articles such as Petrol, oil etc., should be stored separately from other

materials and all prescribed precautions as per the Indian Explosive Act should be

taken.

1.3.10. In the Bridge work, Track works, repairs to tunnel and demolition of structures through

contractual Agency, the safe working and ensuring safety of workman employed should

be specifically laid down in the contract itself.

1.4. Precautionary measures to be taken at work site in vicinity of track:-

1.4.1. Drivers of trains must be served with caution order to look out for any obstruction at the

place of work.

1.4.2. Arrangements should be made to protect the track in case of emergency at work site. 1.4.3. Before the start of the work, the land strip adjacent to the running track where road

vehicle / machinery is to ply for the work shall be demarcated by lime in advance at the

appropriate distance from the centre of existing track in consultation with the Railway

Supervisor[Annexure-IV(A)]. Sketch showing the location of marking and barricading

along the full length of the work area should be done as per the sketch given in

[Annexure-IV (B)]. This will enable the workmen posted at the site and also the lorry

drivers to have clear guidelines on the movement of vehicles. 1.4.4. Movement of Lorries near the track should be prohibited during night. In case it is

unavoidable adequate protective measures including lighting must be ensured in the

complete work area for the safety of the Public and Passengers. Also additional staff

shall be posted as necessary for night working.

1.4.5. Work should not be allowed to progress without the prior approval of the Engineer-in-

charge in case movement of vehicles close to the track is involved.

1.4.6. Machines and vehicles should ply 6 meters (from Track centre) in case movement at

less than 6 meters away from the track is inescapable, it should be permitted in the

presence of Railway employee authorized by the Engineer-in-charge.

1.4.7. Contractor’s representative should be issued a certificate by ADEN to the effect that

they have acquired sufficient knowledge about the safety precautions that are needed to

be followed while working near the track.

1.4.8. The worksite shall be suitably demarcated to keep public and passengers away from work area. Necessary sign boards such as Work in progress etc. shall be provided at

appropriate locations to warn the Public / passengers.

1.4.9. Check lists given in Annexure-II and III shall be used to ensure that all the requisite

measures have been taken before start of work and work in progress.

1.4.10. All temporary arrangements required to be made during execution of work shall be

made in such a manner that moving dimensions do not infringe. Necessary checks shall

be exercised by Site in-charge from time to time.


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WORKING OF CONTRACTOR’S VEHICLES AT SITE

a. When the contractor’s vehicles are to be worked closer to 6m but not less than 3.5m

from center line of the running track (Annexure-VA)

i) Drivers of vehicle shall be briefed about safety and precautions to be taken while

moving/working close to traffic.

ii) Demarcation of the land shall be done by bright coloured red ribbon/nylon rope of 12mm

thick suspended on 75cm high wooden/bamboo posts at a distance of 3.5m from center line

of nearest running track as shown in (Annexure-IVC)

iii) Contractor shall ensure the road vehicle/Machinery ply in a way so that these do not infringe

the line of demarcation.

iv) Presence of an authorized Railways representative shall be ensured before plying of vehicles or working machinery.

v) Railway supervisor shall issue suitable caution order to drivers of approaching train about

road vehicles plying or machinery working close to running tracks. The train drivers shall

be advised to whistle freely to warn about the approaching train. Whistle boards shall be

provided wherever considered necessary.

vi) Lookout men shall be posted along the track at a distance of 800m from such locations,

which will carry red flag and whistles to warn to the road vehicles/machinery users about the approaching trains.

vii) On curves where visibility is poor, additional lookout men shall be posted.

viii) In unusual circumstances, where operator apprehends infringement to track while working

truck/machinery near running track, following action shall be taken:

a) The contractor /supervisor/vehicle operator immediately advise the situation to Railway

official and assist him in protecting the track.

b) Protection shall be done for other emergencies.

2. When the contractor’s vehicles are to be worked close to 3.5m from center line of

running track:

i) Plying of vehicle or working of machinery closer to 3.5m of running track shall be done

under protection of track. Traffic block shall be imposed wherever considered necessary.

The site shall be protected as per the sketch given in (Annexure-VB) and the provisions of

Para No. 806 & 807 of P-way Manual as the case may be. ii) Presence of a Railway supervisor shall be ensured at work site.

iii) Railway supervisor shall issue suitable caution order to drivers of approaching train about

road vehicles plying or machinery working close to running tracks. The train drivers shall

whistle freely to warn about the approaching train.

3. Parking of vehicles or construction machinery: i) No vehicle or construction machinery shall be parked in unmanned condition on a gradient

sloping towards running track. ii) Even on level ground or gradients sloping away from the track, vehicles or construction

machinery shall be parked in unmanned conditions at a minimum distance of 6m from

nearest track center in fully braked condition. In addition to brakes, suitable wedges shall

also be applied on all the wheels.

4. TRAINING Training in safe working methods for both along and on the track should be imparted to

supervisors /operators of the work executing agencies. Such training may be imparted at zonal/divisional training schools for required duration as deemed fit, with a view to ensure

that the field staff engaged in such works get acquainted with the safety precautions that are

needed to be taken while executing the works.


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ANNEXURE - I

COMPETENCY CERTIFICATE

Certified that Shri………………………………………………….

P.Way supervisor of M/s. …………………………… has been

Examined regarding P.Way working on ………………………….

Work. His knowledge has been found satisfactory and he is capable of

Supervising the work safely.

ASSISTANT ENGINEER


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ANNEXURE – II

CHECK LIST (BEFORE STARTING THE WORK)

Name of the work : ………………………………………………………………………………

Location …………………………………………………………………………………………

Duration of the work : From …………………………… To …………………………………

Sl. No

Details Yes No

1 Contractor’s supervisor identified / Selected. Who is going to be site in-charge?

2 Training imparted to contractors supervisor & Certificate issued?

3 Work site inspected by Constructions supervisor / other department’s supervisors along with contractor’s supervisor?

4 Precautions to be taken identified and listed?

5 Plan of work, drawn out by contractor’s supervisor in consultation with Railway’s supervisor?

6 Plan of work, brought to the knowledge of open line AEN/IOW & PWI?

7 Before start of the work, proper lime marking / barricading had done at site of work?

8 Men deputed for protection of track along with safety equipments?

9 Caution order issued for the train drivers in case work is being done within 6mts of centre of running track?

10 Drivers of vehicles/machinery being used have been identified?

11 Drivers of vehicles/machinery briefed about the safe working?

12 Sufficient lighting provided at site of work for night working?

13 Infringements checked?

14 Sectional (Open line) AEN/PWI/IOW have satisfied themselves regarding safety arrangements?

15 Availability of Walkie –Talkie sets for communication?

Signature of construction/ Other departments Supervisor Date:

Signature of Open line’s Supervisor


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ANNEXURE – III CHECK LIST

( WHILE WORK IN PROGRESS )

Name of the work : ………………………………………………………………………………

Location …………………………………………………………………………………………

Duration of the work: From …………………………… To …………………………………

Date of inspection ……………………………………………………

Sl.No

Details Yes No

1 Does the contractor’s supervisor have the certificate?

2 Does the knowledge of contractor’s supervisor on safety of track & work site is up to the mark?

3 Is the Railway’s supervisor of Construction Organization/other departments available at site?

4 Is knowledge of Railway’s supervisor O.K.?

5 Is lime marking/barricading done?

6 Are adequate safety precaution taken?

7 Are communication facility (Walkie – Talkie sets) available at site?

8 Are only identified drivers driving the vehicles/machinery?

9 Is whole work site safe for working of men/vehicles & trains?

10 Are adequate lighting arrangements done at site?

11 Are adequate protection equipment available at site?

12 Is caution order to trains being issued?

13 Are train drivers following the enforced temporary speed restriction?

14 Has work permit been taken for working in Electrified territory/Station yards (P &C areas)

Signature of inspecting officer

Designation

Signature of inspecting officer


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ANNEXURE – IV

(A)Marking of Line with Lime

3500mm

150 mm wide white line with lime

Vehicle / trucks can ply in this` area

(B) Provision of Barricading

3500mm

Barricading

Luminous tape/Red Colour Nylon Rope 12 mm thick

Post (Bamboo / Steel / Concrete)

1200mm

3500mm 3500mm 3500 mm

C) Elevation of Barricading


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ANNEXURE –V

A) Plying of Vehicles/Machinery between 3.5 mts. to 6.0 mts from centre of track

3500mm

Contractor’s supervisor Railway’s supervisor

150 mm wide white line with lime

6000mm

B) Plying of Vehicles / Machinery within 3.5 mts from center of track

DN LINE

Banner flag in day time / HS lamps in night

detonators

UP LINE

1200 metres

3500mm

detonators

Contractor’s supervisor Railway’s supervisor


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SPECIAL CONDITIONS (INDIAN RAILWAYS - TRACK WORKS)

1. The sleepers, rails and fastenings will be supplied by the Railways at for

carrying out the work

2. All the released materials as per the inventory taken by the ADEN/PWI has to

truck out the materials and hand over to the department depot by the contractor, if any loss or

damage occurred for the released materials, the cost of the same which will recovered from the

contractor’s bills as per the extent rules and certificate in the bill has to be furnished by the ADEN/PWI stating that all the released materials are returned and accounted for the relevant

register duly giving page No and date.

3. No plant or machinery will be supplied by the Railway for this work. It is the contractor’s

responsibility to supply at his own cost, any materials and plant, machinery required for this

work.

4.Sales tax Royalty fees, and control duties if any be payable under State Government sales Tax

Act or Local bodies Act or rules on any of the materials that may be used or supplied by the Contractor will be payable by the contractor. The Railway will neither pay the taxes nor duties

not be bound to compensate the contractor for any amounts paid by way of these taxes or duties.

5. For any items of work in the event of these being any conflict in the working or drawing

referred to in the schedule and specifications of work, ;the former shall prevail. The decision of

Engineer-in-charge will be final in all such matters.

6. Use of raw materials secured with Government assistance where any raw materials for the

executing of the contract are procured with the assistance of Government either by issue from Government stocks or purchased under arrangements made on permits of license issued by the

Government, the contractor shall hold the said materials as trustee for Government and use such

materials economically and solely for the purpose of the contract against which they are issued

and not disposed them without the permission of Government and returned if required by the

purchaser all surplus of unserviceable materials that may be left with him after completion of

the contract as Government may fix the due regard to the condition of the materials The freight

charges for the return if the materials according to the direction of the purchase shall be borned

by the Contractor, in the event of the decision of Government shall be final and conclusive. In

the event of any breach of the afore said condition, ;the contractor shall in addition to the owing

himself open action for contravention of terms of the licenses, the permit and for any reason

whatsoever on his being paid such price or for original breach of trust be liable for account to

government for all money advantageous or profit resulting of which is in the usual course and

would have resulted him by reason of breach. 7. The work shall be maintained by the contractor after certified date of completion for a period

of two months and he will make good any defects imperfections, shrinkage or faults which may

appear during the period of maintenance at his own cost.

8. If due to any reason, the Railway is not in a position to make available the Railway Land the

Railway Engineer-in-charge of the work may permit the contractor to erect at his own cost shed,

sheds or secure private accommodation out side the Railway premises. In such a case, the

contractor may be permitted to take the Railway materials required for the work out side the Railway premises and to store in the shed so erected or private accommodation, so secured. It

shall be the responsibility of the contractor to keep the entirely separate from the Contractor’s

materials and the Railway shall be at liberty to inspect the same time to time.


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9.SPEED RESTRICTIONS

9.1 Speed restrictions as required for safety of traffic will be arranged by the Engineer-in-

charge. No work on the track should be completed until the permanent way Inspector of the

Railway has imposed the speed restrictions are erected speed indicators.

9.2 After a speed restriction is imposed, the contractor shall progress with work in a systematic

manner.

9.3 Long length of track under speed restrictions should avoided.

9.4 If the contractor fails to employs adequate labour for attention to the track so as to permit

the train to go at restricted speed, the Railway will take action to employ such labour as it is necessary at the risk and cost of the contractor to attend to track and make it fit for passage

if trains at the prescribed speed.

9.5 Caution watchman as necessary during day and night would be arranged for free by the

Railway.

9.6 The work should be executed in a work man like manner to the satisfaction of the

Engineer-in-charge. In the event of any accident at the work spot departmental enquiry

will be held by the Railway or enquiry by CRS will be held. If it is established that the accident occurred wholly or partly due to any act tentamounting to negligence on the part

of the contractor or his labour, the contractor shall render himself liable for all damage and

also legal prosecution if loss of life is involved.

10. Contractor’s supervision.

10.1 The Contractor shall employ and post at site a technical supervisor who should be

adequately qualified and well experienced in execution of Permanent Way Works. The name,

particulars of technical qualifications and record of experience of the supervisor employed

should be advised to the Engineer-in-charge. If in the opinion of the Engineer-in-charge the

supervisor is not fit to be in-charge of the work should be forth with replaced. In this matter, the

opinion of the Engineer-in-charge will be final and binding on the contract.

10.2 No work on the track should done unless and until the PWI, Contractor’s technical

supervisor is present at site.

11. The completion period for the entire work is the essence of the contract and suitable arrangements should be made for the progressive execution of the work so that the entire work

is completed within months from the date of issue of letter of acceptance of the tender.

12. The minimum progress for the complete track renewals and through sleeper renewals and

the penalties for slow progress is as under vide this office letter No. B/w.496/I/4 dated 17-2-

1988.

i) For CTR and TSR works 3 (three) kms per month.

ii) For TRR and Deep screening work 4 (four) kms per month iii) For every lineal metre of shortage, recovery of the following rates should be

made from the contractor’s bills.

Complete track renewals Rs.10/- per metre of shortage.

a) Through sleeper renewals Rs.8/- per metre of shortage

b) Deep screening Rs.6/- per metre of shortage

c) Through rail renewals Rs.4/- per metre of shortage

13. The quantities shown in the tender schedule are approximate and will be operated in full or part at the discretion of the Engineer-in-charge.


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14. Payment will be made based on actual quantity/items operated.

15. The existing rails, sleepers and fastenings from the track shall be removed including

excavation, etc., with utmost care to avoid any damage to the rails, sleepers, and fastenings, etc.,

shall be neatly removed re-laid and balance of released materials should be handed over to the

PWI concerned at his depot.

16. The contractor shall carry out the work in such a manner to avoid any inconvenience and

disturbance to Railway working and to the public using the railway premises and will adjusts

the program of the work accordingly in consultation with the engineer-in-charge.

17. The Railway administration will not be responsible for the safety of contractor’s labour

engaged for their work and should be ensured that all the labour are medically fit with good eye sight so that they can safe guard themselves.

18. The work must be supervised by PWI. No work is carried out by the contractor unless PWI

in charge of the work is at site. It is necessary that safety of the track is ensured by the PWI in-

charge supervising the work.

19. At any stage during the execution of work, if contractor fails to employ adequate labour to

complete the works in traffic blocks to raise the speed by rear packing and restore traffic etc., as

decided by the Engineer in charge such work will be carried out by deploying departmental labour at the cost of contractor, without prejudice to action as per GCC in clause 62 and

recovery of cost of such labour shall be made from contractor’s bill as per extent rules.

20.Vehicles and equipment of contractors can be drafted by Railway administration in case of

accidents/natural calamities involving human lives. However, the number of hours, the

equipment put to use is to be compensated as per prevailing rtes inclusive of fuel charges on

actual basis.

Place: Vijayawada

Date: - - 2013.

SOUTH CENTRAL RAILWAY Office of the Divisional Railway ... · 3)Schedule-A-2:-(+)190%(Plus One...

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Transcript of SOUTH CENTRAL RAILWAY Office of the Divisional Railway ... · 3)Schedule-A-2:-(+)190%(Plus One...