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KONKAN RAILWAY CORPORATION LIMITED (A Government of India Undertaking)

TENDER DOCUMENT

(Volume I, II & III)

OCTOBER 2013

FINANCIAL BID

VOLUME III/III

TENDER FOR CONSTRUCTION OF BALANCE TUNNELING WORKS OF

TUNNEL T5- TWIN TUBE (BETWEEN KM 42.980 TO KM 48.94 0 APPROX.) ON

THE KATRA DHARAM SECTION OF UDHAMPUR-SRINAGAR-BARAM ULLA

RAIL LINK PROJECT, IN THE STATE OF JAMMU & KASHMIR

CORPORATE OFFICE/REGISTERED OFFICE KONKAN RAILWAY CORPORATION LTD, BELAPUR BHAVAN, SECTOR 11, CBD – BELAPUR, NAVI MUMBAI (MAHARASHTRA) 400 614

HEAD OFFICE KONKAN RAILWAY CORPO RATION LTD., SATYAM COMPLEX, MARB LE MARKET, GREATER KAILASH, P.O. SAINIK COLONY JAMMU – 180 011, J&K.

PROJECT OFFICE

KONKAN RAILWAY CORPORATION LTD, PROJECT OFFICE USBRL PROJECT REASI JYOTIPURAM ROAD REASI – 182 311, (J&K).

Konkan Railway Corporation Ltd. Signature of Tenderer

INDEX

Sl No. Schedule Particulars Page No.

1

TOP Sheet 1

2 Abstract of Schedules 2

3 A Excavation (Open / Underground) 3-4

4 B1 Rock bolts and other steel support. 5- 9

5 B2 Shot-crete and concrete work 10 - 13

6 C Drainage, Tunnel Hazards, Protection

Works & Misc's Works. 14 - 21

7 D

Maintenance including Protection

Works & Misc. works of Approach

Roads 22-25

8 E Supply of Steel and Cement 26

TOP SHEET

1 Konkan Railway Corporation Ltd. Signature of Tenderer

Top Sheet

TOP SHEET

Name of Work : Tender for Construction of balance Tunneling works of Tunnel T5 - Twin

tube (between km 42/980 to km 48/940 approx.) on the Katra Dharam

Section of Udhampur-Srinagar-Baramulla Rail Link Project, in the State of

Jammu & Kashmir.

1) Tender Notice No. : KR/PD/J&K/Tender/Tunnel/T-5/10/2013 dtd. 03.10.2013 2) Tender Value : Rs. 349.95 cr (Approx.) 3) Completion period : 39 Months from the date of issue of Letter of Acceptance Note :

(i) Tenderer/s shall quote single percentage above/below/at par in figures as well as in words in the attached schedule of Items, Rates and Quantities for Schedule A, B (B1 & B2), C, D & E. No additional sentences, clauses, conditions, assumptions should be given either in the TOP SHEET or covering letter or in any part of the tender documents and only the percentage rate to be quoted. Tenders not conforming to the above shall be summarily rejected.

(ii) Along with percentage rate quoted, the tenderer should also quote either “above” or “below” or “at par”, failing which the tender offer shall be summarily disqualified.

UNDERTAKING BY TENDERERS (A) I/we understand the conditions mentioned above and agree to abide by them. (B) I/We shall complete the work as per the scope mentioned in the tender document

within specified time frame of 39 Months adhering to the scheduled rate of progress & important milestones.

(C) I/We quote the single % rate above/below/at par for Schedule of Items, Rates and Quantities ( in figures ) ________________________

(in words) __________________________________________________

Signature of Tenderer

Date:-

Company Seal

2 Konkan Railway Corporation Ltd. Signature of Tenderer

ABSTRACT OF SCHEDULES

Name of the work: Construction of balance Tunneling works of Tunnel T5 - Twin

tube (between km 42/980 to km 48/940 approx.) on the Katra Dharam Section of

Udhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.

Sl. No. Schedule Particulars Cost in Rs.

1 A Excavation (Open / Underground)

99,15,45,279

2 B1 Rock bolts and other steel support.

44,57,47,038

3 B2 Shotcrete and concrete work

88,44,72,257

4 C Drainage, Tunnel Hazards, Protection

Works & Misc's Works

36,33,56,398

5 D Maintenance including Protection Works

& Misc. works of Approach Roads

2,17,12,490

6 E Supply of Steel and Cement

79,26,94,125

Total

349,95,27,587

A 101 Earthwork in cutting in all kinds of soil and rock including rock requiring use of blasting / controlledblasting / chiselling where necessary, in cutting for approach cut of tunnels/portals, side drains, catchwater drains, diversion of nallahs as per technical specification prescribed in clause no-3.1 of specialconditions of contract part B with contractors men, material, consumables , tools & plants, equipments,machineries, including all lead & lifts, loading , unloading as directed by Engineer - in -Charge , etccomplete.

A 1011 Excavation not requiring blasting Cum 91 500 45500

A 1012 Excavation requiring blasting Cum 224 500 112000

A 1013 Excavation of Rock by Chiselling Cum 418 100 41800

A 102 Underground excavation for Main tunnel, Escape Tunnel, Cross Passages, including temporary provisionat the portal for the start of tunnel excavation like canopy structure (false portal) etc, trolley refuge nichesand various other space required to be provided for E & M and other facilities, maintenance niches, MVSniches including drilling, blasting, or other means of excavation including widening of top heading footings,breaking of shotcrete, lining in temporary invert, provision of surface drainage, construction ventilation,lighting arrangement during construction, temporary backfilling for traffic in tunnel, profiling / reprofiling oftunnel as per approved cross sections, removal and disposal of excavated material including temporarybackfill to dumping site with all lifts and leads up to 2 kms from portals / shaft head as per approveddrawings and as per technical specification prescribed in clause no-3.2 of special conditions of contractpart B and as directed by Engineer - in -Charge etc complete.

A1021 Excavation in Rock requiring Support class A & B Cum 1645 54419 89519255

A1022 Excavation in Rock requiring Support class C1 Cum 1795 208643 374514185

A1023 Excavation in Rock requiring Support class C2 Cum 2221 118699 263630479

A1024 Excavation in Rock requiring Support class D Cum 2358 55546 130977468

A1025 Excavation in Rock requiring Support class E Cum 2664 23114 61575696

A1026 Excavation in Rock requiring Support class F Cum 2776 24371 67653896

A1027 Excavation for niches in all class categories Cum 2300 850 1955000

1

Schedule of items, Rates and Quantities (Main Tunnel, Escape tunnel & Cross Passages etc.)

Name of the work : Construction of balance Tunneling works of Tunnel T5 - Twin tube (between km 42/980 to km 48/940 approx.) on the Katra Dharam Section ofUdhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.

SCHEDULE - A: EXCAVATION ( OPEN/UNDER GROUND )

2

QuantityAmount

(Rs.)Sl. No.

Item no. Description of item UnitRate (Rs.)

Konkan Railway Corporation Ltd. 3 Signature of Tenderer

QuantityAmount

(Rs.)Sl. No.


3 A103 Extra for tunnel excavation due to excessive water inflow of more than 50 I/sec

Cum 248 5000 1240000

4 A104 Extra for transportation of spoils over 2 km to 10 km from the portal / shaft head.

Cum 28 10000 280000

Total of Schedule - A ( Rs ) 99,15,45,279

NOTE:

3. All the materials required for construction work are to be brought by the contractor at his own cost unless mentioned other wise in the tender document.

4. Rates for all the above items are inclusives of labour, materials, plant & equipment, consumables, quality control, testing, compaction & curing of concreteunless mentioned other wise in the items.

1. The above rates include all wastages.

2. No extra payment for loading, unloading, handling, lead, lift, stacking, storage, security will be made unless specified otherwise in the tender document. Thequoted rates are deemed to be inclusive of all these components.


B101 Swellex Bolts: Supply, drilling and installation of Swellex type rockbolts of the specified length, Fy≥200 KN (tunnel support) as per approved drawings & as per technical specification prescribed inclause no- 6.9 of special conditions of contract part B with contractor's men, material, consumables,tools & plants, equipments, machineries, including all lead & lifts, loading, unloading as directed byEngineer - in -Charge, etc complete.

B1011 Length 3m Each 6417 220 1411740

B1012 Length 4m Each 7483 1147 8583001

B102 SN Bolts: Supply, drilling, installation and grouting of SN type rockbolts of the specified length inslopes, tunnel support & face bolts as per approved drawings & as per technical specificationprescribed in clause no- 6.9 of special conditions of contract part B with contractors men,material, consumables, plants, equipments, machineries, including all lead & lifts loading , unloadingas directed by Engineer - in -Charge, etc complete.

SN Bolts:25 mm dia. B1021 Length 3m Each 1874 220 412280

B1022 Length 4m Each 2423 34359 83251857

B1023 Length 6m Each 3623 220 797060

B1024 Length 9m Each 5891 220 1296020

SN Bolts:32 mm dia.

B1025 Length 3m Each 3070 220 675400

B1026 Length 4m Each 3971 220 873620

B1027 Length 6m Each 5940 220 1306800


Name of the work : Construction of balance Tunneling works of Tunnel T5 - Twin tube (between km 42/980 to km 48/940 approx.) on the Katra DharamSection of Udhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.

SCHEDULE-B: TUNNEL SUPPORT SYSTEM

ROCK BOLTS/ANCHORS & MICROPILES ETC.

1

2

Sl. No


QuantityAmount

(Rs.)


Sl. No


QuantityAmount

(Rs.)

B103 SDA Bolts: Supply, drilling, installation and grouting of Φ32 Self-drilling anchor (SDA) bolts of thespecified length, Fy≥230 KN as per approved drawings & as per technical specification prescribed inclause no- 6.9 of special conditions of contract part B with contractors men, material, consumables(including grout coupling), tools & plants, equipments, machineries, including all lead & lifts, loading,unloading as directed by Engineer - in -Charge , etc complete.

B1031 Length 3m Each 4200 75 315000

B1032 Length 4m Each 6101 6415 39137915

B1033 Length 6m Each 8400 700 5880000

B1034 Length 9m Each 11841 220 2605020

B104 Micropiles: Supply, drilling, installation and grouting of micropiles up to 114.3mm OD and up to 6mlong as per approved drawings & as per technical specification prescribed in clause no- 6.8 & 6.9of special conditions of contract part B with contractors men, material, consumables (including groutcoupling), tools & plants, equipments, machineries, including all lead & lifts, loading , unloading asdirected by Engineer - in -Charge , etc complete.

B1041 Self-drilling Anchor, OD 76.1mm dia., Fy≥ 1200KN Meter 5133 176 903408

B1042 Steel pipe, OD 114.3mm dia., min wall thickness 8mm (Heavy class perforated pipe, Fy≥450MPa) Meter 4662 1335 6223770

5 B105 Fiber glass bolts: Supply, transporting to site, drilling, installation, testing and grouting of Fiber glassbolts of the specified length, 36/18, Fy≥ 100 KN as per approved drawings & as per technicalspecification prescribed in clause no- 6.9 of special conditions of contract part B with contractorsmen, material, consumables, tools & plants, equipments, machineries, including all lead & lifts,loading , unloading as directed by Engineer - in -Charge , etc complete.

Meter 1020 10200 10404000

3

4


Sl. No


QuantityAmount

(Rs.)

B106 Supply, drilling hole, installation and grouting of pre-support elements (Pipe roofing) up to 15m longwith conventional drilling techniques at a shallow look out angle from the tunnel axis with specialiseddrill bit and casing systems providing direction control and installation accuracy as per approveddrawings & as per technical specification prescribed in clause no- 6.8 of special conditions ofcontract part B with contractors men, material, consumables including grout coupling), tools &plants, equipments, machineries, including all lead & lifts, loading , unloading as directed byEngineer - in -Charge , etc complete.

B1061 Self-drilling Anchor , OD 76.1mm dia., Fy≥ 1200KN Meter 5133 2203 11307999



B107 Supply, drilling hole, installation and grouting of Light Forepoling elements as per approveddrawings & as per technical specification prescribed in clause no- 6.8 & 6.9 of specialconditions of contract part B with contractor's men, material, consumables (including groutcoupling where required) , tools & plants, equipments, machineries, including all lead & lifts, loading ,unloading as directed by Engineer - in -Charge , etc complete.

B1071 Self-drilling Bolts, OD 32mm dia., Fy≥ 230KN Meter 1400 370 518000

B1072 Self-drilling Bolts, OD 51mm dia., Fy≥ 450KN Meter 2240 220 492800

B1073 Steel pipes, OD 48.3mm dia., wall thickness 4mm (Heavy class perforated pipe, Fy≥310MPa per IS 1161)

Meter 684 55000 37620000

B1074 Steel pipes, OD 60.3mm dia., wall thickness 4.5mm (Heavy class perforated pipe, Fy≥310MPa per IS 1161)

Meter 777 220 170940

B1075 Reinforcement bars, 32mm dia., Fy=500MPa Meter 640 370 236800

PIPE ROOF UMBRELLA

6

LIGHT FOREPOLING (SPILING)

7


Sl. No


QuantityAmount

(Rs.)

8 B108 Steel Ribs: Fabrication and erection in position permanent tunnel steel ribs including of variablegeometry and or member size as per design/assembly shown in approved drawings, using structuralsteel Grade A, Fy≥250MPa with all accessories such as bolt/nuts, washers, plates, tie rods etc.,including cutting, drilling, cold bending, welding, threading, levelling, aligning and fixing in position ofall rods, gusset/ wall plates, pre-stressing by blocking against rock-surface etc. as per technicalspecification prescribed in clause no- 6.7 of special conditions of contract part B with contractor'smen, material, consumables, tools and plants, equipments, machineries, including all lead and lift,loading, unloading as directed by Engineer-in-Charge etc. complete. Rate to cover supports &scaffoldings required during the course of erection etc. complete.Note: Payment for supply of structural steel shall be paid as per approved drawing (excluding allwastages) separately under item E103.

MT 23217 500 11608500

9 B109 Lattice Girders: Fabrication and erection of lattice girders using high strength reinforcing steel Fe500 with all accessories such as bolt/nuts, washers, plates, tie rods etc, including all lead, lift, wastage, storing, drilling holes, fixing in phases etc. and installation of accessories for joining the Lattice girder segments and fixing into place as per approved workshop drawings of contractor & as per technical specification prescribed in clause no- 6.5 of special conditions of contract part B with contractor's men, material, consumables, tools and plants, equipments, machineries, including all lead and lift, loading, unloading as directed by Engineer-in-Charge etc. complete. Rate to cover supports & scaffoldings required during the course of erection including additional cost for enlargement of top heading footing etc. complete. Note: Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding all wastages) separately under item E102

MT 31759 1338 42493542

10 B110 Sliding Ribs: Supply, fabrication and erection in position of permanent tunnel sliding steel ribs typeTH44 with all accessories or equivalent as per design/assembly shown in approved drawings,including cutting, drilling, cold bending, welding, threading, levelling, aligning and fixing in position,with all accessories such as bolt/nuts, washers, clamps, tie rods etc. and including pre-stressing byblocking against rock-surface etc. as per technical specification prescribed in clause no- 6.6 of special conditions of contract part B with contractors men, material, consumables, tools and plants,equipments, machineries, including all lead and lift, loading, unloading as directed by Engineer-in-Charge etc. complete. Rate to cover supports & scaffoldings required during the course of erectionetc and all wastages, complete.

MT 95000 161 15295000

ARCHES (LATTICE GIRDERS, STEEL RIBS, SLIDING RIBS)


Sl. No


QuantityAmount

(Rs.)

11 B111 Reinf. Steel: Cutting, straightening, hooking, bending, placing and binding in position reinforcementsteel (Fe 500/Fe 550) wherever required as per approved drawings & as per technical specificationprescribed in clause no- 8.22 of special conditions of contract part B and as directed by Engineer-in-charge. with contractors men, material, consumables, tools & plants, equipments, machineries, alllead & lifts, loading , unloading etc complete. The rate shall include cost of binding wire, handling,wastage etc. (Payment for supply of reinforcement steel shall be paid as per approved drawing(excluding all wastages) separately under item E102)

MT 10590 3787 40104330

12 B112 Wire Mesh: Supply, cutting, placing and fixing into position with appropriate anchors of 150x150x6mm or 100x100x4 mm welded wire fabric of Fy=500 MPa as reinforcement in primary lining & innerlining as per approved drawings & as per technical specification prescribed in clause no-6.4.2 of special conditions of contract part B with contractors men, material, cost of pins, hooks,consumables , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading,handling, wastage complete as directed by Engineer - in -Charge.

MT 82886 916 75923576

13 B113 Steel fibers: Extra for over item no B2011 to B2013 for supply and mixing of Steel Fiber double endhooked loose Steel Fibers as per technical specification prescribed in clause No. 2.10 and 6.3.12of special conditions of contract part B and as directed by Engineer - in -Charge with contractorsmen, material, cost of pins, hooks, consumables , tools & plants, equipments, machineries, includingall lead & lifts, loading , unloading, handling, wastage complete.

MT 122849 68 8353732

14 B114 Lining Stress controllers: Providing and fixing lining stress Controllers (LSC) as per approveddrawings and as per technical specification prescribed in clause no- 6.10 of specialconditions of contract part B with contractor's men, material, consumables, tools & plants,equipments, machineries, including all lead & lifts, loading , unloading and as directed by Engineer -in -Charge , etc complete.

MT 73070 216 15783120

Total of Schedule - B1 ( Rs ) 44,57,47,038

NOTE:

2. No extra payment for loading, unloading, handling, lead, lift, stacking, storage, security will be made unless specified otherwise in the tenderdocument. The quoted rates are deemed to be inclusive of all these components.

3. All the materials required for construction work are to be brought by the contractor at his own cost unless mentioned other wise in the tenderdocument.

4. Rates for all the above items are inclusives of labour, materials, plant & equipment, consumables, quality control, testing, compaction & curing ofconcrete unless mentioned other wise in the items.

REINFORCEMENT (reinforcing bars, wire mesh, steel fibers etc)

1. The above rates include all wastages.


B201 M25 or M30 Shotcrete : Shotcreting with designed mix cement concrete minimum grade M25 or M30 infollowing works, as per approved drawings & as per technical specification prescribed in clause no- 6.3& 6.11 of special conditions of contract part B with contractors men, material, consumables(including additives), tools & plants, equipments , machineries, including all lead & lifts, loading, unloading,wastages, rebound, curing etc as directed by Engineer - in -Charge , etc complete.Note : i) Payment for supply of cement will be made under item E101 as per actual consumption ofapproved proportions (nominal/ design), which ever is lower. Nothing extra will be paid for rebound.ii) Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding allwastages)separately under item E102.

B2011 Primary lining: Shotcrete for primary (outer) lining of Tunnel or Niches, grade M30, including face sealingshotcrete, temporary invert, filling of cavities, widening of top heading footing in tunnel etc.

Cum 7722 52985 409150170

B2012 Secondary lining: shotcrete for inner lining of Tunnel & Niches, grade M30. The rate includes cost oflevelling, smoothening and finishing of exposed surfaces, curing etc.

Cum 8285 75 621375

B2013 Smoothing layer: Fine-graded smoothening shotcrete to be placed below the waterproofing membrane,thickness 20mm, grade M25.

Cum 8407 2858 24027206

Shotcreting on the tunnel walls and roofs and in open cut at all heights, to a thickness of 100mm laid in twolayers of 50mm each in cement concrete of design mix M25 (wet mix concrete) after thorough cleaning ofexcavated tunnel open cut surface with water and air under pressure including supplying cutting to sizes &fixing of wire mesh of size 100mm x 100mm with hard drawn steel wire 3.15mm dia.as per approveddrawings & as per technical specification prescribed in clause no- 6.3 of special conditions of contract partB with contractors men, material, consumables , tools & plants, equipments, machineries, including all lead& lifts, loading , unloading as directed by Engineer - in -Charge , etc complete

Sqm 869 300 260700

Note: Payment for supply of cement will be made under item E101 as per actual consumption of approvedproportions (nominal/ design), which ever is lower.

Name of the work : Construction of balance Tunneling works of Tunnel T5 - Twin tube (between km 42/980 to km 48/940 approx.) on the Katra Dharam Section ofUdhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.

SCHEDULE-B: TUNNEL SUPPORT SYSTEM

Description of item Unit


B2014

1

SHOTCRETE WORKS

Sl. No

Item no. Rate (Rs.) QuantityAmount

(Rs)


Description of item UnitSl. No


(Rs)

B202 M30 & M25 Concrete: Design mix cement concrete in following works including machine mixed, machinebatched, machine vibrated as per technical specification and drawings with contractor's men, material,consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading,unloading, wastages and as directed by Engineer - in - Charge , etc complete. The rate includes cost ofform work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing ofexposed surfaces, curing etc.Note : i) Payment for supply of cement will be made under item E101 as per actualconsumption of approved proportions (nominal/ design), which ever is lower.ii) Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding allwastages)separately under item E102.

B2021 M30 RCC for Final (Inner) lining of main tunnel & niches with Movable Shutter with hydraulic moving andadjustment facilities.

Cum 3818 89566 341962988

B2022 M30 RCC for Final (Inner) lining of main tunnel & niches (Invert slab and/or foundation beams and walls) Cum 2999 24580 73715420

B2023 M30 concrete for small cast in place or precast, lightly reinforced concrete structures such as: manholes,drainage channels or gutters, cable troughts, concrete covers etc. Price includes supply and installation ofcement mortar bed for levelling of precast elements.

Cum 2999 1219 3655781

B2024 M25 concrete for Primary (outer) lining of Tunnel or Niches, temporary invert or back fill concrete in lieu ofshotcrete where shotcrete can not be applied because conditions in the tunnels will not allow it. The rateincludes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling,finishing of exposed surfaces, curing etc.

Cum 2765 4435 12262775

B203 M20 Concrete: Design mix cement concrete M20 in following works including machine mixed,machine batched, machine vibrated as per technical specification and drawings with contractor'smen, material, consumables (including additives) , tools & plants, equipments, machineries, all lead & lifts,loading, unloading, wastages and as directed by Engineer - in -Charge , etc complete. The rate includescost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing ofexposed surfaces, curing etc.Note: a) Payment for supply of cement will be made under item E101 as per actual consumption ofapproved proportions (nominal / design), whichever is lower.Note: b) Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding allwastages)separately under item E102.

B2031 Second phase concrete: Concrete above invert slab and/or between foundation beams and walls of main tunnel & niches up to the designated level.

Cum 1934 3913 7567742

B2032 Encasing concrete: concrete placed around cable conduits, precast drainage or cable trenches forencasement, below precast units for levelling etc.

Cum 1934 3945 7629630

3

CONCRETE WORKS

2




(Rs)

4 B204 Supplying and fixing footpath slabs in reinforced cement concrete in M-20 mix and as per approveddrawings (as drain covers in tunnels), with contractors 20mm approved graded stone aggregates and sandof approved quality, with contractors men, material, consumables, tools and plants, equipments,machineries, including all lead and lift, loading , unloading as directed by Engineer-in-Charge etc.complete .The rate includes cost of form work, shuttering, centering, fixing and removing thereof,curing, levelling, finishing of exposed surfaces, mixing of concrete in mechanical mixer, compaction withmechanical/ electrical vibrators etc.Note: a) Payment for supply of cement will be made under item no. E101 as per actual consumption orapproved mix proportions ( nominal / design ), whichever is lower.Note: b) Payment for supply of reinforcement steel (excluding wastage) if any , shall be paid separatelyunder items E102

Cum 1855 180 333900

B205 M15 Concrete: Design Mix cement concrete M15 in following PCC works including mechanicallymixed, machine batched, machine vibrated as per technical specification and drawings with contractorsmen, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts,loading , unloading, wastages and as directed by Engineer - in -Charge , etc complete. The rate includescost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing ofexposed surfaces, curing etc. Note: Payment for supply of cement will be made under item E101 as peractual consumption of approved proportions (nominal/ design), whichever is lower.

B2051 Fill concrete in tunnel. Cum 3279 350 1147650

B2052 Blinding concrete in tunnel, lean concrete etc Cum 3279 90 295110

6 B206 No-fines porous concrete in tunnel. Cum 2797 470 1314590

7 B 207 Construction of Portal walls of tunnels in facing with in-situ M-25 grade cement concrete using 20mmapproved graded stone aggregates and sand of approved quality and providing EW pipes for weep holesand finishing with "V" groove with contractors men, material, consumables, tools and plants, equipments,machineries, including all lead and lift, loading, unloading as directed by Engineer-in-Charge etc.complete. The rate includes cost of form work, shuttering, centering, fixing and removing thereof, curing,levelling, finishing of exposed surfaces, mixing of concrete in mechanical mixer, compaction withmechanical/ electrical vibrators etc.Note: a) Payment for supply of cement will be made under item no. E101 as per actual consumption orapproved mix proportions ( nominal / design ), whichever is lower.Note: b) Payment for supply of reinforcement steel (excluding wastage) if any , shall be paid separatelyunder items E102

Cum 3001 120 360120

5




(Rs)

8 B208 Supplying and fixing 50 mm or 75 mm thickness precast RCC lagging of M 20 grade Mix, as per approveddrawing over permanent tunnel supports continuously placed and closed spaced with 20 mm gradedstone aggregates and sand of approved quality with contractors men, material, consumables, toolsand plants, equipments, machineries, including all lead and lift, loading , unloading as directed by Engineer-in-Charge etc. complete .The rate includes cost of form work, shuttering, centering, fixing and removingthereof, curing, levelling, finishing of exposed surfaces, mixing of concrete in mechanical mixer, compactionwith table vibrator mechanical/ table vibrator electrical etc. Note:- a) Payment for supply of cement will be made under item no E101 as per actual consumption ofapproved proportions (nominal/ design), which ever is lower.Note:- b) Payment for supply of reinforcement steel (excluding wastage) shall be paid separately under itemE102

Cum 2228 75 167100

Total of Schedule B-2 (Rs) 88,44,72,257

NOTE:

4. Rates for all the above items are inclusives of labour, materials, plant & equipment, consumables, quality control, testing, compaction & curing of concrete unlessmentioned other wise in the items

1. The above rates include all wastages

2. No extra payment for loading, unloading, handling, lead, lift, stacking, storage, security will be made unless specified otherwise in the tender document. The quotedrates are deemed to be inclusive of all these components3. All the materials required for construction work are to be brought by the contractor at his own cost unless mentioned other wise in the tender document.


C101 Providing and installing PVC pipes (Class-IV, minimum pressure 8kg/cm2) of following diameters in the tunnel as per approved drawings & specifications and as directed by Engineer.

C1011 35 mm internal diameter PVC pipe Meter 33 150 4950

C1012 50 mm internal diameter PVC pipe Meter 56 180 10080

C102 Providing and installing of perforated PVC drainage pipes in the tunnel of following diameters as per approved drawings & specifications and as directed by Engineer.

C1021 35mm internal diameter Meter 123 180 22140


C1023 58mm internal diameter pipe Meter 205 110 22550

C1024 70mm internal diameter pipe Meter 246 110 27060

C102 A Providing and installing Self drilling drainage pipe type AT-TUBESPILE by DSI or equivalent consistingof Φ51 perforated steel casing pipe (L=4.0m), Φ44 filter pipe, sucrificial Φ52 drill bit, drill rod andcoupling adaptor etc,, as per technical specification with contractors men, material, consumables,tools and plants, equipments, machineries, including all lead and lift, loading, unloading as directed byEngineer-in-Charge etc. complete.

Meter 2145 1348 2891460

C103 Providing and installing flexible drainage piping for diverting the water away from the rock face and intothe side drainage trenches or pipes including all necessary fittings and accessories for connecting toexisting drainage pipes in the rock mass as per approved drawings & specifications and as directed byEngineer.



Amount (Rs)

Sl. No Item no. Quantity

DRAINAGE DURING CONSTRUCTION-DEWATERING

Unit

3

SCHEDULE-C: DRAINAGE, TUNNEL HAZARDS, PROTECTION WORKS & MISC. WORKS

1

2

Description of item Rate (Rs.)

Schedule of items, Rates and Quantities (Main Tunnel, Escape tunnel & Cross Passages etc.)Name of the work : Construction of balance Tunneling works of Tunnel T5 - Twin tube (between km 42/980 to km 48/940 approx.) on the Katra DharamSection of Udhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.


Amount (Rs)

Sl. No Item no. QuantityUnitDescription of item Rate (Rs.)

4 C104 Pumping of water by transporting, installing the equipment & system including pneumaticpumps as per the requirement and as per specifications and as directed by the Engineer. (Note:Payment will be made only for actual use for dewatering as payable as per specifications and as per thecertified Logbook for each pump by the Engineer)

KWH 23 293000 6739000

5 C105 Drilling holes (rotary-percussion drilling) upto 38 mm dia and upto 9m deep inside concrete, shotcrete,rock for pressure / consolidation grouting inside tunnels as per technical specification with contractorsmen, material, consumables, tools and plants, equipments, machineries, including all lead and lift,loading , unloading as directed by Engineer-in-Charge etc. complete.

Meter 252 8700 2192400

6 C106 Pressure / consolidation grouting inside tunnels (cement) upto 15 Kgs per sq. cms for groundimprovement or filling of voids and cavities using suitable materials and grout mixtures as appropriateas per technical specification with contractors men, material, consumables (including all additives),tools and plants, equipments (e.g. appropriate packers, rods, hoses, couplings etc), machineries,including all lead and lift, loading, unloading and as directed by Engineer-in-Charge etc. complete.Note: The cost includes all materials (e.g. grout sand, accelerators, superplasticisers etc), equipmentand labour for the cement grout except for cement, Payment for supply of cement will be made underitem no E101 as per actual consumption of approved proportions (nominal/ design), which ever is lower.

MT 2930 276 808680

7 C107 Drilling of 40 mm dia holes (rotary-percussion drilling) in shotcrete lining as weep holes / relief holes,drainage bore holes of required length in any direction as per approved drawings & specifications andas directed by Engineer.

Meter 304 43 13072

8 C108 Drilling (rotary percussion drilling) of 40mm dia drainage boreholes of required length in rock in anydirection as per approved drawings & specifications and as directed by Engineer in tunnel.

Meter 326 1300 423800

C109 Drilling (rotary-percussion drilling) of 50mm dia umbrella drainage or grouting holes, horizontal / subhorizontal, in all kind of rocks.

C1091 up to 20.0m Meter 374 63 23562

C1092 above 20.0m Meter 430 27 11610

C110 Drilling (rotary-percussion drilling) of 75mm dia umbrella drainage or grouting holes, horizontal / sub horizontal, in all kind of rocks.

C1101 up to 20.0m Meter 561 10683 5993163

C1102 above 20.0m Meter 646 5349 3455454

10

DRILLING FOR DRAINAGE OR GROUTING HOLES

9


Amount (Rs)


11 C111 Drilling and washing 75/100mm dia pressure relief holes in tunnels upto 5m deep as directed byEngineer-in-charge and placing perforated heavy duty PVC pipes in these drilled holes, with contractorsmen, material,consumables,tools and plants, equipments, machineries, including all lead and lift,loading , unloading as directed by Engineer-in-Charge etc. complete

Meter 354 5354 1895316

C112 Supplying and installation of MS perforated pipes (C class) for grouting etc inside and outside thetunnel with contractors men, material, consumables (including grout coupling), tools & plants,equipments, machineries, including all lead & lifts, loading , unloading , as directed by Engineer - in -Charge , etc complete.

C1121 25mm Dia MS Pipes (class c) Meter 668 1961 1309948

C1122 38mm Dia MS Pipes (class c) Meter 816 9561 7801776

13 C113 Drilling horizontally/ near horizontally probe holes of 75mm dia holes by percussion drilling forassessing the strata ahead of tunnel face as per technical specification with contractorsmen,material,consumables,tools and plants, equipments, machineries, including all lead and lift, loading, unloading as directed by Engineer-in-Charge etc. complete.

Meter 1654 1999 3306346

14 C114 Drilling horizontally/ near horizontally probe holes of NX size holes by diamond bit for assessing thestrata ahead of tunnel face as per technical specification with contractorsmen,material,consumables,tools and plants, equipments, machnieries, including all lead and lift, loading, unloading as directed by Engineer-in-Charge etc. complete.

Meter 4869 250 1217250

C115 Exploratory drilling holes upto 50mm dia, up to 35m length, 10 m overlap as per approved drawings &specifications and as directed by Engineer ( in Tunnel & open Excavation).

C1151a Horizontal / sub horizontal in all kind of rocks Meter 1189 270 321030

C1151b Horizontal / sub horizontal in all kind of soft ground Meter 2233 78 174174

C1152a Vertical (downwards) in all kind of rocks Meter 1492 59 88028

C1152b Vertical downwards in all kind of soft ground Meter 2603 25 65075

C116 Drilling for installation of monitoring instruments up to 90 mm diameter in all kinds of rock and in anydirection, including widening of 500 mm length at the borehole mouth up to diameter of 120mm

C1161 Up to 12m length Meter 1189 600 713400

DRILLING HOLES FOR INSTALLATION OF MONITORING INSTRUMENTS

12

15

16

DRILLING EXPLORATORY OR PROBE HOLES


Amount (Rs)


17 C117 Drilling for installation of monitoring instruments up to 90 mm diameter holes in soft ground and in anydirection up to 12m long, including widening of 500 mm length at the borehole mouth up to diameter of120mm

Meter 2233 135 301455

C118 Drainage pipe: Providing and laying of pipe of following diameters as main collector pipe, connectionpipes, cleaning access pipes, pipe sleeves and all fittings e.g. elbows, Tee's etc, including the cost ofall materials, labour, equipments etc required for the completion of job as per approved drawings &specifications and as directed by engineer.

C1181 400 mm dia HDPE pipe ( main collector pipe) Meter 3299 125 412375

C1182 150 mm dia PVC pipe ( connection pipes, cleaning access pipes) Meter 235 1614 379290

C1183 125 mm dia PVC pipe ( pipe sleeves) Meter 168 403 67704

C119 Perforated drainage pipe: Providing and laying of perforated (slotted) HDPE pipe class PN6 wrapped with geotextile of following diameters as drainage pipes with all fittings e.g. sleeves, Tee's etc, including the cost of all materials, labour, equipments etc as per approved drawings & specifications and as directed by Engineer.

C1191 150 mm dia pipe (invert drainage pipe) Meter 337 170 57290

C1192 200 mm dia pipe (lateral drainage pipes) Meter 460 20270 9324200

20 C120 Providing and installation of metal grid cover of drainage gutter in tunnel as per approved drawings &specifications and as directed by Engineer (0.30m wide)

MT 66911 3.6 240880

21 C121 Geotextile: Providing, laying and fixing of protective felt (geotexile) with a minimum weight of 500 g/m2 for protection of the waterproofing membranes & drainage on the finished outer lining surface including the cost of all materials, labour, equipments, etc required for the completion of job, as per specifications and as directed by the engineer.

Sqm 304 148061 45010544

22 C122 Membrane: Providing, placing, welding of 2mm thick PVC or ECB Water Proofing membrane including the cost of all materials, labour, equipments, etc. required for the completion of job as per specifications and as directed by the engineer.

Sqm 1189 148061 176044529

PERMANENT DRAINAGE

WATERPROOFING

19

18


Amount (Rs)


C123 Waterstops: Supply and installation of PVC waterbars and Hydrophilic waterstops with all accessoriesand special junctions for splicing, securing into place and protecting during concreting works , includingthe cost of all materials and junction pieces, labour, equipments, etc required for the completion of job,as per specifications and as directed by the engineer.

C1231 Construction Joints: PVC Water stop serrated with central bulb ( (240mm wide, 8-11mm thick) Meter 449 4245 1906005

C1232 Providing and placing Hydrophilic seal typical(Bentonite water stop) Meter 1140 16977 19353780

C124 Earthing

C1241 Longitudinal earthing flat bar, 40 x 4mm Galvanized iron, both sides of the Tunnel Meter 135 13110 1769850

C1242 Transversal earthing flat bar, 40 x 4 mm, Galvanized Iron, incl. Extensions, Every 250m Meter 135 197 26595

C1243 Connection bolts M8 with correspondent nuts and washers, made of brass Each 89 80 7120

C125 Cable Ducts: Providing, laying and encasing in concrete PVC main longitudinal pipe and cross pipeof following diameters as electrical conduits with all fittings e.g. couplers, elbows etc, including thecost of all materials, labour, equipments etc as per approved drawings & specifications and asdirected by Engineer. The cost of encasing concrete, concrete junction boxes, inspection pits or cablepull boxes will be covered as per schedule B2 concrete works.

C1251 Cable Ducts diam. 50 mm pipe. Meter 89 26220 2333580

C1252 Cable Ducts diam. 70 mm pipe Meter 127 32775 4162425

C 1253 Cable Ducts diam. 100 mm pipe Meter 157 65549 10291193

C1254 Cable Ducts diam. 120 mm pipe Meter 189 47429 8964081

C 1255 Cable Ducts diam. 160mm pipe Meter 257 39330 10107810

EARTHING

ELECTRICAL CABLE CONDUITS

23

24

25


Amount (Rs)


C126 For Items of Tunnel Hazard Works :-

C1261 Placing in position of sand bags including supplying sand and filling the same in contractors empty bagsand tying with contractors binding wire, leading to tunnel site with contractors men, material,consumables, tools and plants, equipments, machineries, including all lead and lift, loading, unloadingas directed by Engineer-in-Charge etc. complete.

No. 33 9000 297000

C1262 Removal of sand bags, when not required and disposal thereof as directed by Engineer with contractorsmen, material, consumables, tools and plants, equipments, machineries, including all lead and lift,loading, unloading as directed by Engineer-in-Charge etc. complete.

No. 9 9000 81000

C1263 Extra over item no. B108 above for erection of Tunnel supports, shoring etc. Under Hazardousconditions of working multiple handle etc. with contractors men, material, consumables, tools andplants, equipments, machineries, including all lead and lift, loading, unloading as directed by Engineer-in-Charge etc. complete.

MT 5957 224 1334368

C1264 Supply ,manufacture and erection in position of temporary supports/ struts in hazardousposition. Note : On removal of temporary supports, released structural steel will be property ofcontractor.

MT 27267 150 4090050

C1265 Dismantling of existing permanent/ temporary supports and leading the cut supports to contractor'sstore/ depot etc with contractor's men, material, consumables, tools & plants, equipments, machineries,including all lead & lifts, loading, unloading, as directed by Engineer - in -Charge , etc complete. Note:1) Released material will be the property of contractor 2) Recovery of Rs 17500/MT will be recoveredfor the released structural steel.

MT 8806 130 1144780

C1266 Removal of muck resulting from overbreak due to no fault of contractor (Measurements will be taken inthe loaded trucks itself deducting 25% for voids and 5% for moisture content. Rate to include allassociated costs including ventilation and transport and disposal of material lead upto 2 km from tunnelportal)

Cum 662 5000 3310000

C1267 Cavity concreting through bores/local pipes (Bores/local pipes to be paid under Item No.C 1270) withconcrete of grade M10 or any approved mix using 10mm size aggregate with contractors men,material, consumables, tools and plants,equipments, machineries , including all lead and lift, loading ,unloading as directed by Engineer-in-Charge etc. complete. (payment of bores to be made under itemno.C 1268) below.Payment for supply of cement will be made under item E101 as per actual consumption or approvedmix proportions (nominal / design ), which ever is lower.

Cum 2426 450 1091700

C1268 Drilling of bores 100 to 150mm dia. for cavity concreting through all types of soil/rock etc. withcontractors men, material, consumables, tools and plants,equipments, machineries , including all leadand lift, loading , unloading as directed by Engineer-in-Charge etc. complete.

Meter 2482 75 186150

TUNNEL HAZARD WORKS

26


Amount (Rs)


C1269 Drilling holes upto 38mm dia. and upto 4000mm deep inside concrete or shotcrete or rock for contact or pressure grouting etc. with contractors men, material, consumables, tools and plants, equipments, machineries , including all lead and lift, loading , unloading as directed by Engineer-in-Charge etc. complete.

Meter 298 375 111750

C1270 Supplying and fixing of 100 to 150mm dia. MS pipe ('C' class) in bore holes for cavity concreting/ fixingwith contractors men, material, consumables, tools and plants, equipments, machineries , including alllead and lift, loading , unloading as directed by Engineer-in-Charge etc. complete.

Meter 3144 900 2829600

C1271 Fixing of anchor bars with contractors men, material, consumables, tools and plants,equipments, machineries , including all lead and lift, loading , unloading as directed by Engineer-in-Charge etc. complete.

Meter 372 9400 3496800

C1272 Forepoling with suitable structural steel (MS angles, Joist, rods etc.) including cutting to therequired length, welding & driving in position as per technical specification of Special Conditionsof Contract Part B with contractors men, material, consumables, tools and plants,equipments,machineries , including all lead and lift, loading, unloading as directed by Engineer-in-Charge etccomplete.Note: 1. Payment for supply of reinforcement steel shall be paid as per approved drawing (excludingall wastages)separately under item E102.Note 2:-Payment for supply of structural steel shall be paid as per approved drawing (excluding allwastages) separately under item E103

MT 14125 84 1186500

27 C 127 Providing & fixing Porta cabin of approved make (20ft x 10ft) with furnishing & toilet block facility at thedesignated places including the cost of all materials, labour, equipments, etc required for thecompletion of job, as per specifications or as directed by Engineer in charge.Note:- The contractor shall arrange for preparation of plinth for proper placement of these porta cabinsas per direction of Engineer- in -charge

Nos 340000 6 2040000

28 C128 Dismantling/ breaking Reinforced cement concrete including clearing of site and leading of brokenconcrete to disposal site with contractors men,material,consumables, tools & plants, equipments,machineries, including all lead & lifts, loading , unloading ,as directed by Engineer - in -Charge , etccomplete. (Disposal of material lead upto 2km from tunnel portal.) Reinforcement steel shall be theproperty of KRCL.

Cum 6471 520 3364920

29 C129 Dismantling cement concrete including clearing of site and leading of broken concrete to disposal sitewith contractors men,material,consumables, tools & plants, equipments, machineries, including all lead& lifts, loading , unloading ,as directed by Engineer - in -Charge , etc complete. (Disposal of materiallead upto 2km from tunnel portal.)

Cum 6471 150 970650

MISCELLENEOUS ITEMS

DISMANTLING, CLEANING REPAIR AND RESTORATION


Amount (Rs)


30 C130 Dismantling stone work including clearing of site and stacking of the dismantled material withcontractors men,material,consumables, tools & plants, equipments, machineries, all lead & lifts,loading , unloading , as directed by Engineer by Engineer - in -Charge , etc complete.

Cum 210 150 31500

31 C131 Cleaning and removing of foreign materials such as dead mortar, cement slurry, gunny bags, unwantedtemporary supports, rods appended to exposed ribs (ISHB), washing with clean water and compressedair, removal of rust from all exposed sides by mechanical means in addition to hand wire brushes withelectrical grinders with contractors men, materials, consumables, tools and plants, equipments,machineries including all lead and lift as directed by the Engineer-in-charge.

Sqm 158 25000 3950000

Total of Schedule - C ( Rs ) 36,33,56,398

NOTE:

4. Rates for all the above items are inclusives of labour, materials, plant & equipment, consumables, quality control, testing, compaction & curing of concrete unless mentioned other wise in the items

2. No extra payment for loading, unloading, handling, lead, lift, stacking, storage, security will be made unless specified otherwise in the tender document. The quoted rates are deemed to be inclusive of all these components3. All the materials required for construction work are to be brought by the contractor at his own cost unless mentioned other wise in the tender document.



Sl. No.

Item Description Unit Rate (Rs.) Quantity Amount (Rs.)

1 D 101 Earthwork in formation in embankment by leading corporations cut soil obtained from cuttings by contractorsvehicles or other means, leading, spreading, consolidating the earth for compaction by mechanical means withcontractors compaction equipment or spreading the rock cut spoils of smaller size by deploying manual labour ordozer provide uniform levelled surface for vehicular movement as directed by the engineer-in-charge, including alllead and lifts, loading etc. (Payment by cross section measurements)

Cum 42 2000 84000

D 102 Earthwork in cutting in all kinds of soil and rock including rock requiring use of blasting / controlled blasting /chiselling where necessary, in cutting for road formation, approach cut of road, side drains, catch water drains,diversion of nallahs as per technical specification prescribed in clause no-3.1 of special conditions of contract partB with contractors men, material, consumables , tools & plants, equipments, machineries, including all lead & lifts,loading , unloading as directed by Engineer - in -Charge , etc complete.

D1021 Excavation not requiring blasting Cum91 1000 91000

D1022 Excavation requiring blasting Cum224 250 56000

D1023 Excavation of Rock by Chiselling Cum418 250 104500

3 D 103 Earthwork in excavation/Cutting in foundation of structures as per drawing and as per technical specificationprescribed in special conditions contract in all kinds of soil and rock including rock requiring use of blasting/controlledblasting/chiselling where necessary including setting out, dewatering, pumping, bailing out water, shoring andbackfilling of the foundation including disposal of surplus earth/rock masses, at specified locations, with contractorsmen & machinery , material, consumables, tools & lead & lifts, loading , unloading as directed by Engineer – in –charge etc complete.

Cum 190 3000 570000

4 D 104 Plain Cement Concrete M-10 with 40mm gauge graded crushed stone aggregate including watering, curing of concrete, compaction of concrete by approved hard hammers with contractors men, material, consumables , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading as directed by Engineer - in -Charge , etc complete. Note: Payment for supply of cement will be made under item no. E101 as per actual consumption or approved mix proportions ( nominal / design ), whichever is lower.

Cum 1807 180 325260

5 D 105 Mass Cement Concrete M-15 with 40mm and graded down gauge crushed aggregate and coarse sand of approved quality in retaining walls, return walls, catch water drain and for protection works etc for all height and depths above/below ground level including all labour and material complete. The rate includes costs of form work, shuttering, centring, scaffolding, curing, levelling, finishing of exposed surfaces, mixing of concrete in mechanical mixer and compaction with mechanical/electrical vibrators and use of temperature and shrinkage reinforcement as required and providing weep holes of 100mm dia. PVC/GI pipe at 1.5. Hor. C/C and 1.0m vertical C/C with all contractors materials, tools, labours etc complete. Note-1 Payment for supply of cement will be made under item no. E101 as per actual consumption or approved mix proportions ( nominal / design ), whichever is lower.Note: 2. Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding all wastages)separately under item E102.

Cum 2199 1000 2199000

Schedule of Items, Rates and Quantities

Name of the work : Construction of balance Tunneling works of Tunnel T5 - Twin tube (between km 42/980 to km 48/940 approx.) on the Katra Dharam Section of Udhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.

2

SCHEDULE-D: MAINTENANCE INCLUDING PROTECTION WORKS & MISC. WORKS OF APPROACH ROADS


Sl. No.


6 D 106 Reinforced cement concrete M20 for in situ slabs with 20mm gauge graded stone aggregate and sand ofapproved quality cast-in-situ, with contractors men, material, consumables, tools & plants, equipments,machineries, all lead & lifts, loading , unloading as directed by Engineer - in -Charge , etc complete. The rateincludes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, curing, levelling, finishingof exposed surfaces, mixing of concrete in mechanical mixer, compaction with mechanical/electrical vibrators etc.Note-1 Payment for supply of cement will be made under item no. E101 as per actual consumption or approved mixproportions ( nominal / design ), whichever is lower.Note: 2. Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding allwastages)separately under item E102.

Cum1855 125 231875

7 D 107 Casting, curing, drain covers/canal covers in reinforced cement concrete in M-20 or any other approved mix and as per approved drawings , with contractors 20mm approved stone aggregates and sand of approved quality, mixing compaction by mechanical means and transporting and fixing in position on drains/canals , with all lead and lifts, cost of binding wire, formwork, shuttering etc. Complete with all contractor's labours, plants, equipments and materials with contractor’s cement etc. Note-1 Payment for supply of cement will be made under item no. E101 as per actual consumption or approved mix proportions ( nominal / design ), whichever is lower.Note: 2. Payment for supply of reinforcement steel shall be paid as per approved drawing (excluding all wastages)separately under item E102.

Cum 2212 10 22120

8 D 108 Cement concrete M-20 in coping with 20 mm gauge graded stone aggregate and sand of approved quality cast in position with contractors men, material, consumables, tools & plants, equipments, machineries, all lead & lifts, loading , unloading , as directed by engineer - in -charge , etc complete. the rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, curing, levelling, finishing of exposed surfaces, mixing of concrete in mechanical mixer, compaction with mechanical/electrical vibrators with contractor's own manpower, tools & Plant and material except cement etc. complete. Note-1 Payment for supply of cement will be made under item no. E101 as per actual consumption or approved mix proportions ( nominal / design ), whichever is lower.

Cum 2108 300 632400

9 D 109 Reinf Steel: Cutting, straightening, hooking, bending, placing and binding in position reinforcement steel(Fe 500/Fe 550) wherever required as per approved drawings & as per technical specification prescribed in clauseno- 8.22 of special conditions of contract part B and as directed by Engineer-in-charge. with contractors men,material, consumables, tools & plants, equipments, machineries, all lead & lifts, loading , unloading etc complete.The rate shall include cost of binding wire, handling, wastage etc. (Payment for supply of reinforcement steel shallbe paid as per approved drawing (excluding all wastages) separately under item E102)

MT5027 15 75405

D 110 Supplying and laying reinforced cement concrete pipes NP2 of various sizes, for culverts on cement concrete levelling course including fixing collar with cement mortar 1:2 as per the drawing and specification with contractors men, material, consumables, tools & plants, equipments, machineries, all lead & lifts, loading , unloading as directed by Engineer - in -Charge , etc complete. The rate includes Cost of pipes, hauling, storing, laying in position , aligning, joining complete and all incidental costs to complete the work as per specification. (Ancillary works such as excavation with back fill, levelling course, concrete and masonry shall be paid separately in relevant schedule items).

D 1101 450mm dia. Meter298 30 8940

D 1102 600mm dia. Meter1515 30 45450

D 1103 900mm dia. Meter2895 100 289500

10


Sl. No.


11 D 111 Random Rubble Masonry, hammer dressed wherever necessary, in cement and sand 1:6 in wing wall, toe wall,breast wall, retaining wall, curtain wall, parapet wall, slope of guide bunds, catch water drains, side drains etc, asper the drawing and specification including providing weep holes of 100mm dia. PVC pipe at 1.0m c/c horizontallyand vertically, with contractors men, material, consumables, tools & plants, equipments, machineries, including alllead & lifts, loading , unloading ,as directed by Engineer - in -Charge , etc complete.Note: Payment for supply of cement will be made under item no. E101 as per actual consumption / design mix mortarwhich ever is lower.

Cum933 1000 933000

12 D 112 Providing Boulder Packing 600mm Thick hand packed behind abutments, retaining walls, breast walls, wing wallsetc as per drawing with stone not less than 15cm in any direction and not less than 30kg with contractors men,material, consumables, tools and plants, equipments, machineries, including all lead and lifts, loading, unloading, asdirected by engineer-in-charge etc complete.

Cum 977 350 341950

13 D 113 Providing and Laying of Knitted of Woven Crates of size 1200mm x 1200mm x 6000mm made of GI wires of dia 4.0mm as per drawing and as per technical specifications prescribed in clause 10.3 of special condition part B including supply of stones, placing in position, hand packing, filled with stones/boulders, with all contractors men, material, consumables, tools and plants, equipments, machineries, including all lead and lifts, loading, unloading, as directed by engineer-in-charge etc complete.

Cum 1139 5000 5695000

14 D 114 Providing and laying dry rough stone pitching minimum 225mm thick (the weight of stone shall not be less than 30kg each) , filling the gaps/voids with small size of stone pieces, surface levelled to the correct section ,over slopes,with contractors men, material, consumables, tools & plants, equipments, machineries, including all lead & lifts,loading , unloading ,as directed by engineer - in -charge , etc complete..

Sqm 167 150 25050

15 D 115 Grouting of stone pitching using nominal mix M 10 concrete (maximum size of aggregate 20mm nominal) @ 3.65cum per 100 Sqm on side slopes by filling of cavities and voids including curing, with contractors men, materialincluding cement, consumables, tools & plants, equipments, machineries, all lead & lifts, loading , unloading ,asdirected by engineer - in -charge , with contractor’s cement etc complete.

Sqm 78 80 6240

16 D 116 Providing and fixing of pre cast reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) Kilometer stones as per approved drawing and as directed by the Engineer-in-Charge . The concrete shall be of M-20 grade for Kilometer post and Cement concrete on foundations and floor 1:4:8 with40mm gauge nominal size graded. The item includes all shuttering, compacting, finishing, curing, transportation tosite location etc complete with contractor's steel and cement.

No.s 517 20 10340

17 D 117 Providing and fixing Boundary Posts along railway boundary including earthwork in cutting in all kind of soil, 1:4:8cement concrete with 40 mm m.s.a. in foundation and floor for all depths below ground level including shuttering ifrequired as per drawing, including curing, levelling mixing of concrete etc along with providing casting and fixing M-20 RCC (20 mm m.s.a) boundary stones along the railway boundary including transportation of boundary post to thework site and painting of boundary post with approved quality and colour synthetic enamel paint complete as perapproved drawing providing complete with contractor's manpower, tools & plant, material including steel ,cementcomplete.

No.s 385 200 77000

18 D 118 Supply and laying stone soling of 230 mm thick (compacted) including spreading, watering and consolidation withroad roller etc. as per approved drawings and specifications with contractor's materials, labours, plants & equipmentsetc. complete as directed by Engineer in charge.

Sqm 326 900 293400


Sl. No.


19 D 119 Repairing and Constructing Water Bound Macadam with approved materials including spreading, watering andconsolidation with road roller etc and as per approved drawings and specifications with contractors materials, labour,plant and equipments etc complete as directed by the Engineer-in-Charge .

Cum 1394 5000 6970000

20 D 120 Dismantling stone work including clearing of site and stacking of the dismantled material with contractorsmen, material, consumables, tools & plants, equipments, machineries, all lead & lifts, loading , unloading , asdirected by Engineer - in -Charge , etc complete

Cum

210 10 2100

21 D 121 Dismantling cement concrete including clearing of site and stacking of the dismantled material with contractorsmen, material, consumables, tools & plants, equipments, machineries, all lead & lifts, loading , unloading , asdirected by engineer - in -charge , etc complete

Cum 296 10 2960

22 D 122 Drain Cleaning of approach road/feeder road manually with contractors labour and material etc complete as per theapproved list and disposal of muck as directed by the Engineer In charge or his representative. Meter 25 6000 150000

D 123 Removal of Slips during construction of approach roads by deploying suitable machines, men & disposal of thesame by contractor by making his own arrangements for dumping site etc. Including all lead upto 50m, lift, ascent,decent etc.

D 1231 Removal of slipped materials not requiring blastingCum 45 30000 1350000

D 1232 Removal of slipped materials requiring light or occasional blasting. Cum 224 5000 1120000

Total of Schedule - D ( Rs ) Total 2,17,12,490

NOTE:

23

Note: Items pertains to repair of approach road shall be operated with the prior approval of Engineer In-Charge


2. No extra payment for loading, unloading, handling, lead, lift, stacking, storage, security will be made unless specified otherwise in the tender document. The quoted rates are deemed to be inclusive of all these components


4. Rates for all the above items are inclusives of labour, materials, plant & equipment, consumables, quality control, testing, compaction & curing of concrete unless mentioned other wise in the items


1 E101 Supply of Cement 43 grade (conforming to IS: 8112) / 53 grade (conforming to IS:12269) fromapproved manufacturers at various site including all transportation, and freight charges and all taxes,duties etc. with contractors men, material, tools & plants, equipments, machineries, testing, all lead &lifts,loading,unloading,as directed by Engineer - in -Charge , etc complete.

MT 7535 72795 548510325

2 E102 Supply of steel reinforcement of various diameters and grade Fe500/Fe550 (conforming to IS:1786)from SAIL/TATA/RINL at various sites including all transportation and freight charges and all taxes,duties etc. with contractors men, material, tools & plants, equipments, machineries, testing, all lead& lifts, loading , unloading , as directed by Engineer - in -Charge , etc complete

MT 56900 3802 216333800

3 E103 Supply of structural steel of various sections conforming IS 2062 of A grade from approvedmanufacturers at various sites including all transportation and freight charges and all taxes, dutiesetc. with contractors men, material, tools & plants, equipments, machineries, testing, all lead & lifts,loading , unloading , as directed by Engineer - in -Charge , etc complete

MT 55700 500 27850000

79,26,94,125

3,49,95,27,587

NOTE:

4. Rates for all the above items are inclusives of labour, materials, plant & equipment, consumables, quality control, testing, compaction & curing of concreteunless mentioned other wise in the items

Total of Schedule ( Rs. )

Total of Schedule 'A'+'B1'+'B2'+'C'+'D' +'E'

SCHEDULE E :SUPPLY OF STEEL AND CEMENT ETC

Name of the work : Construction of balance Tunneling works of Tunnel T5 - Twin tube (between km 42/980 to km 48/940 approx.) on the Katra Dharam Sectionof Udhampur-Srinagar-Baramulla Rail Link Project, in the State of Jammu & Kashmir.

Quantity Amount (Rs.)

Schedule of items, Rates and Quantities (Main Tunnel, Escape tunnel, Cross Passages and Road works etc.)


2. No extra payment for loading, unloading, handling, lead, lift, stacking, storage, security will be made unless specified otherwise in the tender document. Thequoted rates are deemed to be inclusive of all these components


Sl. No



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