Signature of the tenderer

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2 PART 2 FINANCIAL BID SCHEDULE (BILL) OF QUANTITIES 2

3 PART 2 SCHEDULE (BILL) OF QUANTITIES (PERCENTAGE RATE TENDER) ABSTRACT OF COST (PERCENTAGE TO BE QUOTED BY THE BIDDER) SCHEDULE DESCRIPTION TOTAL ESTIMATED COST (IN RUPEES) (1) Supply & Delivery of P. Rs.93,00, Way Fittings. (Rupees forty ninety three lakhs two hundred fifty seven and paise zero two only) (2) Supply & Spreading of Track Ballast (3) Laying & Linking of Track TOTAL ESTIMATED COST OF SCHEDULES (1) TO (3) (RUPEES) PERCENTAGE ABOVE (+) OR BELOW (-) OF TOTAL ESTIMATED COST OF SCHEDULES (1) TO (3) AS QUOTED Rs. 1,17,90, (Rupees one crores seventeen lakhs ninety thousand only) Rs.60,48, (Rupees Sixty thousand forty eight thousand four hundred fifty eight & paise fifty two only) Rs.2,71,38, (Rupees Two crores Seventy one lakh thirty eight thousand seven hundred fifteen & paise fifty four PERCENTAGE IN FIGURES PERCENTAGE IN WORDS only) * (+) or (-) * (PLUS) or (MINUS) TOTAL QUOTED COST OF SCHEDULS (1) TO (3) BASED ON PERCENTAGE QUOTED (+) or (-) (RUPEES) AMOUNT IN FIGURES (RUPEES) AMOUNT IN WORDS (RUPEES) LESS REBATE ( (IN WORDS) %), IF ANY Rs. NET QUOTED COST OF SCHEDULES (1) TO (3) (RUPEES) * strike out which is not applicable i. SIGNATURE OF AUTHORISED SIGNATORY OF TENDERER ii. NAME OF SIGNATORY iii. NAME AND SEAL OF TENDERER iv. DATE v. PLACE 3

4 Schedule of quantity Name of Work:- Laying, Linking of Railway track including supply of Track Ballast and P. Way fittings in connection with Construction of Railway siding from the existing Rail Head at Gankar Railway Station of Eastern Railway for connecting the proposed Cement Grinding Unit of M/s. Sonar Bangla Cement ( A Division of Century Textiles & Industries Ltd) at Gankar, Dist. Murshidabad, West Bengal. Schedule 1 (Supply of P. Way Fittings) Sl. Description of Item Unit Qnty 1 Supply of 52 Kg Fish Plates 610 Pairs mm. long to Drg..T- 090(M) & IRS specification (te: 1 Pair = 2 Fish Plates). 2 Supply of Fish Bolts, nuts and s washers, for 52 Kg. rails 25 mm. Dia x 140 mm long to RDSO Drg..T Supply of Combination fishplates for 60 Kg x 52 Kg rails as per RDSO rg.. CSO( C ) with fish bolts,nuts & washers complete. (1 set = R1-1, RO-1, LI- 1,LO-1) Set Supply of Combination fishplates for 52 Kg x 90R as per RDSO Drg.. CSO-C-1901(M) rails with fish bolts,nuts & washers complete. (1 set = R1-1, RO-1, LI- 1,LO-1) 5 Supply of Elastic rail clips to RDSO Drg..T-3701 protected by anticorrosive paint 6 Supply of J-Clips conforming to RDSO/T Supply of Grooved rubber sole plates 52 Kg Rail Layout to RDSO Drg..T Supply of Combination GFN Liner for 52 KgRails as per RDSO Drg.. T-3707 & 3708 = 1 Set 9 Supply of Fastenings and Fixtures for fixing check rails on Level Crossiings as per RDSO Specifications i) C.I.Brackets as per RDSO Drg.. T for 52 Kg Rails Section ii) C.I. Spacer as per RDSO Drg.. T for Level Crossing Set s s s Set Each Each

5 Description of Item Unit Qnty iii) Bolts & Nuts to Drg.. RDSO/T including single spring washer(22 x 110) for L.C. Each iv) Double coil spring washer to Drg.. RDSO/T Each v) Plate Screws to Drg.. RDSO/T & specification IRS.T-16/81 10 Supply of Joggled fish plates 60 Kg Rail Section as per RDSO Drg.. T with bolts, nuts & washers for providing at welded joint with clamps 11 Supply of Switch Clamp (Male & Female)) as per RDSO Drg.. T Bolts & Nuts to Drg.. RDSO/T including single spring washer(25 x290mm). Each Set Set Each a) Supply of Switch Clamp (Male & Female)) as per RDSO Drg.. T & T-4017/1 Set Supply of Switch Clamp (52KG X 60 Set Kg)) as per RDSO Drg.. T-2135 with Pad Lock & Key Fabrication, Manufacturing & supply of glued Insulated joint of following rail section as per RDSO Drg.. provided with 2 s x3.25m long rail and joining by 1m long fish plates & upto date alt & conforming to IRS Specfn including cost of all supplied materials required thereof i.e. the cost of rails, fish plates, bolts & nuts complete in all respect With 52 Kg/m90 UTS 1st quality Each rails to RDSO Drg.. T-5361(G3L Type) Total of Schedule 1 (Rs.) 93,00,

6 Schedule 2 (Supply & Spreading of Track Ballast) Sl. Description of Item Unit Qnty 1 Supply, delivery and stacking of Cu.m ,08,00, machine crushed 65mm gauge, clean, hard, angular and durable stone ballastas per specification and stacking the same on cess of formation or Toe of bank or at suitable places as direted by Engineerin -in-charge at Site. The rate includes all cost of lead lift, Royality, Sales Tax, and other taxes and duties and all incidental charges, complete as applicable, with all contractor's labour, tools, plant and machinery etc. complete as per RDSO specification. The rate also include levelling of ground if necessary, where the ballast are to be stacked.and follow the guide line of RDSO. 2 Handling, lifting and leading of Cu.m ,9, ballast from stacks within all lead,lift,ascent,descent,crossing Road/Rly lines etc. which have been duly measured and released for spreading and spreading the ballast on formation to ensure uniform and compact ballast cushion under the sleepers. The rate shall include spreading of ballast as per specified line and level and maintaining approved profile as provided in the technical specifications. Spreading of ballast on formation will be done only after supply is completed for a particular stretch as decided by Engineer in charge and ballast stacks have been released for spreading. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast. Total of Schedule 2 (Rs.) 1,17,90,000 6

7 Schedule 3 (Laying & Linking of Track) Sl. Description of Item Unit Qnty 1 Laying, B.G.straight or curve P.Way Track kg 3 rails panel and concrete Metre sleeper (M+7) density with standard fittings ensuring correct spacing of sleepers, fixing & tightening of Fish bolts & nuts and maintaining proper guage, alignment, level (both cross & longitudinal), expansion gap at rail joints, super elevation where necessary and with one initial through packing. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight and curve track for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, champhering of drilled holes, greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc. Sleeper spacing, versine, super elevation etc shall also be marked by the contractor with white paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-Charge at site. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof including provision of reference pillar at 100m apart on cess of the formation 7

8 Description of Item Unit Qnty 2 Laying, B.G.straight or curve P.Way 52 Kg Single rails on any type of concrete sleeper (M+7) density with standard fittings ensuring correct spacing of sleepers, fixing & tightening of Fish bolts & nuts and Track Metre maintaining proper guage, alignment, level (both cross & longitudinal), expansion gap at rail joints, superelevation where necessary and with one initial through packing. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight and curve track for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, champhering of drilled holes, greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc. Sleeper spacing, versine, superelevation etc shall also be marked by the contrctor with white paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-Charge at site. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof including provision of reference pillar at 100m apart on cess of the formation 3. a) Regradation of existing track with new track of any kind of Rail section and Sleepers near Chainage 0/763 to 0/923 by liifting of track and through packing and stable the track complete including all labours, Tools & Plants, Machinery, alignment, gauging, levelling, complete in all respect( Apporach of Track) Track Metre

9 Description of Item Unit Qnty 4. Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge a) 1st through packing Track Metre b) 2nd through packing Track Metre c) 3rd through packing (Under specific orders of Engineer-incharge) Track Metre d) 4th through packing (Under specific orders of Engineer-incharge) 5. Dismantling of existing B.G.Track of 52Kg or any section of rails with any kind & any density of sleepers with fittings and fastenings. The rate should be inclusive of cutting of rails, fish plates, bolts & nuts, if necessary, for dismantling of track. Replaced materials should be segregated and are to be kept separately i.e. Rails, Sleepers, fastenings etc. by the side of the track or as per direction of the Engineer-in-Charge including dismantling of rail claster, if any 6. Dismantling of existing Points & Crossing of 52Kg ( 1 in 12 ) on any type of Sleepers with fittings and fastenings. The rate should be inclusive of cutting of rails, fish plates, bo;lts & nuts, if necessary, for dismantling of Points & Crossings. Replaced materials should be segregated and are to be kept seperately i.e. Rails, Sleepers, fastenings etc. by the side of the track or as per direction of the Engineer-in-Charge including dismantling of rail claster, if any Track Metre Track Metre Set

10 Description of Item Unit Qnty 7. Dismantling of existing Derailing Awitch of 52Kg ( 1 in 8.1/2 ) on any type of Sleepers with fittings and fastenings. The rate should be inclusive of cutting of rails, fish plates, bo;lts & nuts, if necessary, for dismantling of Points & Crossings. Replaced materials should be segregated and are to be kept seperately i.e. Rails, Sleepers, fastenings etc. by the side of the track or as per direction of the Set Engineer-in-Charge including dismantling of rail claster, if any 8 Assembling, linking and laying in position B.G. Standard turn-outs & Derailing switch on P.S.C. sleepers including approach & exit PSC sleeper portion to correct alignment & gauge. This includes switches lead rails, stock rails both straight and curve, crossig with 60 kg rails and standard fittings ensuring correct spacing of sleepers fixing & tightening of Fish bolts & nuts and maintaining proper guage, expansion gap at rail joints, including fitting & fixing Hand Lever Box and one initial through packing. The rate should be inclusive of dekinking of rails as required, bending stock rails, cutting of rails to required standard size and drilling holes on web of rails square to rail surface by using proper template (for fixing Fish plates, distance block, stretcher bars), greasing and oiling of Fish plates and Fish bolts and nuts and at Fishing zone of the rail ends including transportation at site, supply of grease, oil etc. complete in all respect. Contd 10

11 Description of Item Unit Qnty contd...the rate should also be inclusive of carrying rails, sleepers, switches, crossings, fittings & fastenings with all lead, lift, ascent, descent crossing Road/Rly line if necessary from the M/s RITES/Sonar Bangla Cement store Depot to site of work within a distance of 3Km.Sleeper spacing shall also be marked by the contractor with white paint at his own cost. The work has to be carried out as laid down in IRPWM & as per direction of Engineer-in-Charge i)1 in 12 Turn-Outs (LH-5& RH-2) Set ii) 1 in 8.1/2 symmetrical Turnouts( Set Sym-4) iii) 1 in 8.1/2 Derailing switch (LH-1 & RH-1) Set Through packing of 1 in 12 Turn-out on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge a) 1st through packing Set b) 2nd through packing Set c) 3rd through packing (Under specific orders of Engineer-incharge) d) 4th through packing (Under specific orders of Engineer-incharge) Set Set

12 Description of Item Unit Qnty 10. Through packing of 1 in 8.1/2 Turnout on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge a) 1st through packing Set b) 2nd through packing Set c) 3rd through packing (Under Set specific orders of Engineer-incharge) d) 4th through packing (Under specific orders of Engineer-incharge) Set Through packing of 1 in 8.1/2 Derailing Switch on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge a) 1st through packing Set b) 2nd through packing Set c) 3rd through packing (Under specific orders of Engineer-incharge) d) 4th through packing (Under specific orders of Engineer-incharge) Set Set

13 Description of Item Unit Qnty 12 Manufacturing and fixing of check rails for R/M L-Xing by cutting flange of 52 kg rails of required size and bending/planning the ends as per RDSO Drg.no. T-3282 with upto date Alt. conforming to IRS-T-10, drilling holes on web. Fixing the check rail to the inner side of running rail the curve & Level Crossig both side with the help of C.I. Bracket, bolts, nuts and plate screw at an intervals as directed by Engineer-in-charge maintaining proper check rail clearance and fixing them on each concrete sleeper. 13 Making and fixing in position cement Each concrete (1:2:4) Fouling Mark as per enclosed drawing with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like cement, stone agreegates, sand and paints etc., earth work in excavation and all incidental works required for fixing in position complete in all respects. 14 Welding of rail joints 52 kg from single rail to 3-rail panel by SKV process with contractors supply PORTION approved by RDSO (to be supplied with authenticated certificate), dry moulds including supplying skilled/artisan staff like welder, moulder, chipper,lutter, aligner, striker/hammerman & adequate nos. of semi-skilled and unskilled labour and supplying litre/joint for facilitating welding works on track by shifting the joint sleepers on either side, providing suitable gap of about 23 mm to 25 mm for welding, fixing the petrol tanks & heating the rail ends by approved contractor's equipment and chipping the exess materials if required, aligning, levelling etc. complete including filing after welding. The work is to be carried out as per alumino Thermic Welding Manual and as per Specification IRS-T The rate should also be inclusive of pulling back of rails for providing required gap at rail joint for Thermit welding. Per Joint

14 Description of Item Unit Qnty 15 Making and fixing in position cement concrete (1:2:4) Curve Post as per enclosed drawing with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like cement, stone agreegates, sand and paints etc., earth work in excavation and all Each incidental works required for fixing in position complete in all respects. 16 Making and fixing in position cement concrete (1:2:4) Kilometre Post as per enclosed drawing with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like cement, stone agreegates, sand and paints etc., earth work in excavation and all Each incidental works required for fixing in position complete in all respects. 17 Making and fixing in position cement concrete (1:2:4) Gradient post as per enclosed drawing with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like cement, stone agreegates, sand and paints etc., earth work in excavation and all Each incidental works required for fixing in position complete in all respects. 14

15 Description of Item Unit Qnty 18 Manufacturing, fabricating, supply and Each fixing in position of steel boards e.g. W/L boards, STOP boards, CAUTION boards with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (2mm thick), M.S. angles (65 X 65 X 10mm), electodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering incl. supply of contractor's paint with all lead, lift, ascent, descent, etc. 19 Providing and fixing of Gate post of RM m height from road level with depertmental rails. The work includes supply of contractor's materials e.g. concreating materials, paint, etc. with all lead, lift complete. The item also includes carrying & cutting of rails into required size as per sketch (enclosed). The rate to be inclusive of cement, sand and stone agreegate, painting the gate post with black and white paint bands (two coats over a priming coat) as per directives of Engineer In-charge. 20 Scrapping rust, dust etc. from rails surface by wire brussing, chiselling etc. and painting of rail surface with anti corrosion paints i.e. one coat zinc chromate primer followed by two coats of bituminous emulsion after properly cleaning the surface including handing, rehandling etc. painting is to be done on web, foot & bottom of rail surface of rail except surface of rail head. The rate includes cost of labour & cost of approved make primer & bitumimous emulsion ( berger, shalimer, ICI, Acianpaints or any other make of equivalent quality) supplied by the contractor. [te:- The rails must be painted before the same are laying into track.] R/M

16 Description of Item Unit Qnty 21 Construction of Sand Hump with Each Brick work as per RITES drawing including supply of Cement, Sand, Bricks and all other materials. The rate should also include all labours, tolls & plants, machinery with all leasd, lift, ascent, descent etc.including Sand filling on sand Hump portion complete in all respect (As per RITES Drawing) 22 Transportation of rails, sleepers, MT fittings & fastenings from the dept. store of RITES/Sonar Bangla Cement to the nearest point of site within 3 Km of work by contractors transport including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc complete. 23 Installation of 52Kg G-3L Glued Joint Rail of about 6.5 mtr. Length each at different locations by cutting rails with provision of Welding joint gap as specified 23mm to 25mm on both end of glued joint rail and drilling holes on running lines and drilling necessary holes obn at either end of Glued Joint Rail as per requirement during traffic block, fish plating the same on at either end of Glued joints with fish bolts & nuts as per Engineer-in-Charge. The rate Set should be inclusive of transportation of Guled Joint rail from TITES Store depot to site of work with in a distance upto 5 Km ande bringing back the released rail from site of work to RITES store including loading, unloading with necessary lead, lift, ascent, descent and crossing the road/railway lines if necessary and stacking the same in proper manner complete in all respect. 24 Cutting of GFN Liner as per s instruction of Engineer-inCharge Total of Schedule