SCHEDULE OF RATES BIDDING DOCUMENT NO. 6907/106/OT/RITES-EIL/EXECUTION/PKG-I/ P a g e Signature of the bidder Under seal of the firm

Transcription

1 EXECUTION PACKAGE I FOR RAIL INFRASTRUCTURE INCLUDING LAYOUT OF NAPHTHA UNLOADING YARD SCHEDULE OF RATES NAME OF WORK: EXECUTION PACKAGE I, FOR RAIL INFRASTRUCTURE INCLUDING LAYOUT OF NAPHTHA UNLOADING YARD OF BRAHMAPUTRA CRACKER AND POLYMER LIMITED (BCPL) AT LEPETKATA, DIBRUGARH (ASSAM). 1 P a g e

2 EXECUTION PACKAGE I FOR RAIL INFRASTRUCTURE INCLUDING LAYOUT OF NAPHTHA UNLOADING YARD TABLE OF CONTENTS SL. NO. DESCRIPTION. of SHEETS 1. SCHEDULE OF RATES-TOP SHEET & TABLE OF CONTENTS 2 2. PREAMBLE TO SCHEDULE OF RATES 1 3. SUMMARY OF PRICE (FORM-SP0) 1 4. SCHEDULE OF RATES (FORM-SP1) EXTENDED STAY COMPENSATION (FORM-SP2) 1 2 P a g e

3 PREAMBLE TO SCHEDULE OF RATES 1.0 The shall be read in conjunction with all other sections of this Bidding Document. 2.0 The CONTRACTOR is deemed to have studied the drawings, specifications and details of works to be done within the Time Schedule and should have acquainted himself of the conditions prevailing at site. 3.0 The quantities shown against the various items are only approximate and may vary to any extent individually subject to conditions given in General Conditions of Contract/Special Conditions of Contract. 4.0 claim shall be entertained during currency of this Contract towards any items due to the above including where the CONTRACTOR has quoted low/ high rates. 5.0 EIL/BCPL/RITES reserves the right to interpolate or extrapolate the rates for any new item of work not covered in from the similar items already available in schedule of rates. In case any activity though specifically not covered in schedule of rates descriptions but the same is covered under scope of work/ scope of supply/specification/ drawings etc. no extra claim on this account shall be entertained, since is to be read in conjunction with all other documents forming part of the Contract. 6.0 All items of work mentioned in the shall be carried out as per the specifications, drawings and instructions of EIL/BCPL/RITES and the rates are deemed to be inclusive of material, consumable, labour, supervision, tools & tackles and detailing of construction/fabrication drawings, isometric wherever required as called for in the detail specification and conditions of the Contract. 7.0 EIL/BCPL/RITES reserves the right to cancel/ delete/ curtail any item or group of work if necessary. Such a step shall not be construed as reason for changing the rates. 8.0 Bidders shall quote their prices as percentage variation on total prices. This percentage variation as quoted by the bidder will apply to all work items during execution. 9.0 Bidder shall indicate only the Increase/Decrease on total estimated value in terms of percentage upto 2 decimal places in the Summary of Prices(Form SP-0) sheet. Bidder shall not change the filled rate/ amount indicated in (Form SP-1) The rate for Extended Stay Compensation shall be filled up by Bidder in Form SP-2. 3 P a g e

4 FORM SP 0 SUMMARY OF PRICE NAME OF WORK : EXECUTION PACKAGE I, FOR RAIL INFRASTRUCTURE INCLUDING LAYOUT OF NAPHTHA UNLOADING YARD OF BRAHMAPUTRA CRACKER AND POLYMER LIMITED (BCPL) AT LEPETKATA, DIBRUGARH (ASSAM). 1.0 Total Estimated cost of the work 2.0 Percentage Increase / Decrease on Total Estimated cost of the work (ie. on 1.0 above), which will be applicable uniformly on all items of Schedule of Rates 3.0 Total Amount after considering Percentage Increase / Decrease as given above at sl (ie or ) (In Figures) Rs. 9,10,94, (In words) Rupees Nine Crore Ten Lakh Ninety Four Thousand Seven Hundred Ninety Two and Paise Seventy Seven Only. (In Figures) % (In words) percent only (Refer te-1) (In Figures) Rs. (In words) Rupees only te: 1. Bidder shall indicate the Percentage Increase/Decrease under Sl and Total amount after considering percentage increase/decrease under Sl in Price bid only (and not in techno-commercial bid). In case of discrepancy between +/- percentage quoted against Sl.. "2.0 and total amount quoted against Sl.. "3.0"; then the percentage quoted against Sl.. 2.0" will prevail. 2. Bidder shall indicate (+) for increase and (-) for decrease. For no increase/decrease, NIL shall be indicated. 3. The percentage should be quoted upto 2 decimal places. 4 P a g e

5 SCHEDULE OF RATES (FORM - SP 1) 5 P a g e

6 SUMMARY OF SCHEDULE OF RATES (SOR) NAME OF WORK: EXECUTION PACKAGE I, FOR RAIL INFRASTRUCTURE INCLUDING LAYOUT OF NAPHTHA UNLOADING YARD OF BRAHMAPUTRA CRACKER AND POLYMER LIMITED (BCPL) AT LEPETKATA, DIBRUGARH (ASSAM). Sl.. Description of Schedule. Amount.(Rs.) 1. SCH. A - Railway Formation Work SCH. B Minor Bridges SCH. C P. Way Execution & Supply Sch.-C1 P. Way Execution including supply of ballast Sch. C2 Supply of P. Way Fittings SCH. D - Concrete Apron, Laying of Ballast less track & Supply of P. Way materials Sch.-D1 - Concrete Apron including Drain Sch.-D2-P.Way Execution Ballast less Track Sch.-D3 - Supply of P. Way fittings for Ballast less Track SCH.- E - Gate TOTAL of SCH. (A+B+C+D+E) = P a g e

7 Schedule-A, (Railway Formation Work). 1. Felling trees of girth (measured at a height of 1 mtr. above ground level) Each including lead and stacking of materials within 100 mtr. a)girth over 30 cm and upto 60 cm. 2. Earth Work 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 Cum RDSO's latest guide line and specifications and special condition of contract including all lead, 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 and rehandling, 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 condition of contract. 3. Earth Work in filling in Rly. formation as Cum per drawing and specifications including leading out and filling in formation in layers with available suitable excavated/dumped earth within the BCPL's railway siding area. The rate includes all charges towards excavation, handling, rehandling, loading, unloading and leading out, spreading in layers and dressing etc up to the required profile as per RDSO guide lines, all labour and material as a complete job. Compaction charges will be paid separately under the item of mechanical compaction sl. no. 4 below. 7 P a g e

8 4. Extra for mechanical compaction of Cum earth/blanketing materials filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS Code including cost of water, T & P consumable materials 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 5. Turfing/planting, including all lead and lift, and watering as required until properly rooted, with. te- Initially payment of only 40% will be made. Balance 60% will be paid only after 3 months of maintenance period if the turfing is properly rooted. Turfing with sods, 10 cm thick and 20 cm square closely laid. Sqm 6. Supplying and spreading of blanketing material over the embankment as per RDSO Guide Line. The rate shall include the cost of material with all leads, lift, loading, unloading, royalty, taxes, tools, Cum and plants, labour and materials required, dressing of bank to final dimension as required to achieve the required thickness. Layers not exceeding 30cm each as per direction of Engineer in charge including extra quantity of voids. If required blending of two or more materials available locally is to be done to attain the specified grade ratio of grain sizes or quality as required and detailed in RDSO's latest Guide lines. 7. Any other unforeseen items which are not covered by the above items of work will be operated as per the available items in NFR, SOR Basic rate Rs LS LS Please quote. % age At per / Above / Below. (Please strike out whichever not applicable) Total in SCH. A Rs P a g e

9 Schedule-B, (Minor Bridges). 1 Earth work in excavation for foundation and floors of the bridges, retaining walls etc., including setting out dressing of sides, ramming of bottom, getting out of excavated materials, bailing out of cum water, back filling in layers with available good excavated earth / approved materials and consolidation of layers by ramming and watering etc. including all lift, disposal of surplus soils upto a lead of 300m, all types of shoring and shuttering with all labour and materials complete as per drawing and technical specification as directed by Engineer in charge. 2 Supplying and filling sand in plinth and cum under floors including watering, ramming, consolidating and dressing complete. 3 Providing & laying 1:2:4 cement cum concrete (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). Rate includes costs of all material, labour, equipments, placing of concrete in position etc. in all complete. 4 Providing and laying in position (with or without reinforcement) machine mixed, cum machine vibrated and machine batched Design mixed cement concrete M-20 grade (cast in situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality as per specification and direction of Engineer in charge. Payment for reinforcement & shuttering shall be paid extra. 5 Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns, raft foundation of washable aprons, pile caps, footings of FOB etc. b) Walls (any thickness) including attached plasters, buttresses, plinth and string course etc. sqm sqm P a g e

10 Sl Description of item Unit Qty. Rate Amount (Rs.) c) Suspended floors, roofs, landings, sqm balconies, FOB slabs, walkway slabs and access platform 6 Providing and laying in position (with or without reinforcement) machine mixed, cum machine vibrated and machine batched Design mixed cement concrete M-35 grade (cast in situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft, walls, deck slab etc. of bridges including finishing, using admixtures in recommended proportions (As per IS- 9103) if approved in mix design to accelerate or retard setting of concrete and or improve workabilities without impairing strength and durability complete as per specification and direction of Engineer in charge. Payment for shuttering, reinforcement shall be paid extra. 7 Supplying reinforcement for RCC Work Kg including straightening, cutting, bending, placing, in position and binding all complete. a) Thermo-Mechanically Treated bars 8 Providing Stone pitching hand packed with surface leveled off to the correct section with hammer dressing with directional slope at bridge floor / bank with joints thoroughly filled with cement mortar 1:3 (1 cement: 3 coarse sand) along the return wall as per approved plan including all labour and materials, supply, leading, loading, taxes, royalty cum and placing in position etc. all complete with stone boulders of mm thick. 9 Providing boulder backing behind bridge wall, wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders towards the back including all cost of materials, tools & tackles, all lead, lift, labour, taxes, royalties & other incidental charges as complete works in all respect as directed by Engineer- In-Charge. Stone boulder weighing minimum 35 kg each. cum P a g e

11 10 Providing & Laying filter material as per cum RDSO specifications underneath pitching in slopes complete as per technical specification 11 Providing and laying of filter media cum consisting of granular materials of GW. GP. SW groups as per IS in required profile behind boulder filling of abutments, wing walls / return walls etc above bed level with all labour and materials complete job as per drawing and technical specification of RDSO guidelines. 12 Supplying, providing & fixing weep RM holes of 100 mm dia. PVC pipe in bridge walls, return wall, wing wall etc as per the design & drawings. Rate includes costs of all materials, labours, tools & tackles, lead, lift etc. in all complete as per the direction of Engineer-In-Charge. 13 Providing and applying two coats tar or sqm bitumen conforming to IS on the top and sides of RCC 1.70 kgs/sqm after cleaning the surface with all labour and materials complete job as directed by Engineer in charge. 14 Any other unforeseen item which are LS LS Please not covered by the above items of work will be operated as per NFR, SOR Basic cost Rs quote. % age At per / Above / Below. (Please strike out whichever not applicable) Total in SCH. B Rs P a g e

12 Schedule 'C'- (P. Way Execution & Supply). Schedule 'C-1'- (P. Way Execution). 1 Laying B.G., straight or curve track Track with 60kg rails on pre-stressed Meter concrete sleeper (M+7 density) 1540 sleeper for conversion into 3 Rail SWR & curve track of 5º & above with 60Kg single Rail on pre-stressed concrete sleeper (M+7 density) with an additional sleeper to be provided at mid staggard joint and standard fittings ensuring correct spacing of sleepers, fixing & tightening of Fish bolts & nuts and maintaining proper gauge, 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 & staggard joints for curve track of 5º & above, 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 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 laying of both sides rails, sleepers and all other fittings required thereof. (NOTE: Rails will be issued from RITES/Client s Store, free of cost, within a distance of up to 10 km. The rate should be inclusive of all cost of carrying from the store to site of work with all lead, lift, ascent, descent crossing road/ Rly line if necessary.) 2 Drilling holes 28mm dia. in rails 60Kg/52 kg/rails section for fish bolts outside track. each P a g e

13 3 Cutting rails 60 kg/52 Kg (New/SH) rails section for fish bolts outside/inside track by Rail cutting equipment. each Supply & delivery of Machine crushed stone ballast of 65 mm size clean angular, hard and durable track ballast as per RDSO specification and stacking the same on cess of the formation or toe of the bank or at suitable place as directed by Engineer-in-Charge at site. The rate includes all cost of lead, lift, royalty, sales tax & other tax and duties and all incidental charges complete as applicable. Tools, plants and screens of approved mesh & dimensions required for inspection and passing at the time of measurement are to be arranged by the contractor. The rate also includes leveling of ground, if necessary, where the ballast are to be stacked. te: 90% payment shall be released on the net quantity accepted and balance 10% shall be released after spreading the same as per item no. 5 below. cum a) 5 b) Handling, lifting and leading of ballast from stacks with all lead, lift etc which have been duly measured 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. Leading of ballast for every additional lead of 30 metre by contractors diplorry/ head lead etc. cum cum P a g e

14 6 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, super elevation 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 Track Metre d) 4th through packing Track Metre Dismantling of Existing Track or any section of rails with any kind of sleepers and fittings and fastening. The rate should be inclusive of cutting of rails, fishplates, bolts and nuts by gas cutter if necessary, for dismantling of track. Dismantled materials should be segregated and are to be kept separately by the side of track upto a free lead of 30m as per direction Engineer- In- Charge. TM P a g e

15 8 Assembling, linking and laying in position B.G. Standard 60 kg turn-outs 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, crossing with 60 kg rails and standard fittings ensuring correct spacing of sleepers fixing & tightening of Fish bolts & nuts and maintaining proper gauge, expansion gap at rail joints and with 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 fishplates, distance block, stretcher bars), greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease, oil etc. complete in all respects. The rate should also be inclusive of carrying and spreading of rails, sleepers, switches, crossings, fittings & fastenings with all lead, lift, ascent, descent crossing Road/Rly line if necessary from RITES Store Depot to Site of work within a distance of 10 km. Sleeper spacing shall also be marked by the contractor with white/yellow 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. a) 1 in 8.1/2 (Fan shaped) Turn Out. Set b) 1 in 12 (Fan shaped) Turn Out. Set c) 1in 8.5 Derailing Switch. Set P a g e

16 9 Through packing of 1 in 8½ 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, super elevation 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 set d) 4th through packing 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, super elevation 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 set d) 4th through packing set P a g e

17 11 Through packing of 1 in 8.5 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, super elevation 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 set d) 4th through packing set Cutting metal liners as per enclosed drawing for use at Fish plated joints. 13 Making and fixing in position cement 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 aggregates, sand and paints etc., earth work in excavation and all incidental works required for fixing in position complete in all respects. 14 Construction of Concrete Buffer as per RITES drawing including supply of bolts & nuts, washer, cement Buffer, wooden sleeper ( 2.75 m x m x m ) and all other materials. The rate should also including painting of Buffer, wooden sleeper with approved quality red paint. The rate should also inclusive of digging of foundation trenches shuttering & forma finishing with all lead, lift, ascent, descent etc complete as per RITES drawing. Each each each P a g e

18 15 Welding of Rail joints 60Kg from single to 3 rail panel by SKV process with Contractors supply of portion approved by RDSO, dry mould including supplying Skilled/artisan staff like welder, moulder chipper cutter aligner, hamerman & each adequate s of Semi Skilled & Unskilled labour and supplying required quantities of petrol for facilitating welding works on track by shifting the joint sleeper on either side providing suitable gap of about 23mm to 26mm for welding fixing the petrol tank & heating the rail ends by contractors equipments & chipping the excess materials if required aligning levelling etc. complete including filing after welding. The work is to carried out as per alumino Thermit Welding Manual and as per Specification IRS-T The rate should be also inclusive of pulling back of rails for providing required gaps at rail joints for thermit welding & USFD TEST of Welding Joints.(te: Payment for linking of track will be made under item 1 above.) 16 Manufacturing, supply, installation & delivery of glued joints (G-3L) as per RDSO drg no. T-671 from 52/60 Kg rails of 6.5 mtr each length. The rate should be exclusive of supply of 52/60 Kg rails which will be available in RITES stores located at a distance upto 5 km. The Glued joints are to be properly cured for adequate period, tested, fit for use in track circuit area and fit certificate should be issued by the Competent Inspecting Authority. The quality should be as per Rly standard. The rate should be inclusive of cutting of rails, true to the square vertically & horizontally, handling of rails, transporting with necessary lead, lift, ascent, descent & crossing road / Rly lines. This rate should also be exclusive of cost of 52/60 Kg rail required for Glued joints and inclusive of cost of HT bolts & other materials such as polymer, resin base compound etc. each P a g e

19 17 a) Trolleying of released materials e.g. Rail, Points & Crossings, C. I. / S. T / Wooden / PSC Sleeper etc upto a dist MT of 1Km by contractors dip lorry/transport including loading, unloading and staking at nominated place as-per-direction of Engineer-In- Charge with all lead, lift, handling etc Complete. b) Trolleying of released materials e.g. MT Rail, Points & Crossings, C. I. / S. T. / Wooden / PSC Sleeper etc for every additional 0.5 Km (up to 8 leads) by contractors dip lorry/transport as-perdirection of Engineer-In-Charge 18 Trolleying /Transporting of new Rails, MT Points & Crossings, PSC Sleepers & Fittings, fastenings from RITES site store to place of work including handling, loading, unloading, and spreading at site. The rate is inclusive of all lead, lift, ascent, descent, crossing road/rly lines if necessary complete in all respect upto a distance of 1 Km. 19 Trolleying new Rail, Points & Crossings, PSC Sleeper every additional 0.5 Km (up to 8 leads) by contractors dip MT lorry/transport as-per-direction of Engineer-In-Charge. 20 Any other unforeseen items which will LS LS Please not cover under items of work (Sl.. 1 to 19 above) will be operated as per N F Rly SOR, Basic Cost Rs quote.. % age At per / Above / Below. (Please strike out whichever not applicable) Total in SCH. C1 Rs P a g e

20 Schedule- 'C-2' (Supply of P. Way Fittings) 1 Elastic Rail clips with flat toe (MK.III) to RDSO Drg..T-3701 (Alt.3) conforming to specifications IRS-T-31/1989. s Elastic rail clips type 'J' for use at fish plated joints as per RDSO Drg.. T conforming to IRS Specification. 3 Metal Liners to RDSO Drg..T-3740 (upto date Alteration) conforming to specification IS:226/1975 for use with Mark III flat toe ERC ( Drg.. T-3701) 4 GFN66 Insulating Liner for 60Kg rail & 60Kg sleeper to RDSO drg Each each each Grooved Rubber Sole Plate to RDSO Drg..T-3711 (upto date Alteration) conforming to IRS Specification for 6 mm thick grooved rubber sole plates (Provisional) 1987 revised Fish Plates 60 kg to RDSO Drg..T-1898 with upto date alteration conforming to IRS Specification. T-1. 7 Fish Bolts and nuts as per RDSO Drg..T-1899 Alt-2 of size 25 mm dia and 140 mm long conforming to IRS Specification.T-23/ Kg joggled Fish plate, with clamp to RDSO drg -T4016 s pairs each Set Comb. Fish plate 52 Kg- 60Kg as per Set RDSO drg. no. T -696 to 699 with upto date alt. and conforming to IRS-T-6 (1 set = 2 pair) 10 Bolts & nuts (25mm X 190mm) as per each RDSO Drg.. T , IRS T-23 and Steel round up to 63 mm conforming to IS-1875 Total in SCH. C2 Rs TOTAL in SCH. C (i.e. C1+C2) = Rs P a g e

21 Schedule-'D'. Schedule-D1 (Concrete Apron including Drain). 1 Earthwork in excavation as per cum approved drawings and dumping at embankment site or spoil heap, within railway land/owners land, including 50 mtr. lead and 1.5 mtr. lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5 mtr. each, including incidental work, as per specifications-in a) All kind of soils. 2 Supplying and filling sand over formation including watering ramming consolidating and dressing complete cum Providing and laying in position cement concrete 1:3:6(1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size). Rate includes costs of all materials, labour, equipments. Placing of concrete in position etc. in all complete. cum Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M-25 grade (cast-in-situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation etc. including finishing, using admixtures in recommended proportions (as per IS:9103), if approved in Mix Design to accelerate, retard setting of concrete and or improve workability without impairing strength and durability complete as per specifications and direction of Engineer-In-Charge. Payment for reinforcement & shuttering shall be paid extra. cum P a g e

22 5 Providing & laying 1:1.5:3 cement concrete (1 cement: 1.5 coarse sand: 3 cum graded stone aggregate 20 mm nominal size) with or without reinforcement. Rate includes costs of all material, labour, equipments, placing of concrete in position etc. in all complete as per the drawing and as directed by Engineer-In-Charge. Reinforcement & shuttering will be paid separately. 6 Providing & laying 1:2:4 cement concrete (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) with or without reinforcement. Rate includes costs of all material, labour, equipments, placing of concrete in position etc. in all complete as per the drawing and as directed by Engineer-In-Charge. Reinforcement & shuttering will be paid separately. 7 Providing & Laying of cement mortar 1:4 (1 cement: 4 coarse sand) between the gaps of PSC Sleepers & RCC. cum cum Providing and laying in position bitumen hot sealing compound for expansion joints etc. using grade 'A' sealing compound. The rate includes cost of all material, labour, laying, fixing etc. in all complete as per the specification and as directed by Engineer-In-Charge. per cm width per cm dept h / Mtr Providing and fixing Groove Rubber Pad of size (1000 mm x 270 mm x 10 mm) below sleepers. The rate includes cost of all materials, labours, fittings & fixings in position, all taxes etc. in all complete as directed by Engineer-In- Charge. 10 Supplying reinforcement for RCC Work including straightening, cutting, bending, placing, in position and binding all complete. Of Thermo- Mechanically Treated bars s Kg P a g e

23 Sl Description of item Unit Qty. Rate Amount (Rs.) 11 Centering and shuttering including sqm strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns, raft foundation of washable aprons, pile caps, Footings of FOB, drains etc. 12 Any other unforeseen items which are not covered by the above items of work will be operated as per the available items in NFR, SOR Basic rate Rs LS LS Please quote. % age At per / Above / Below. (Please strike out whichever not applicable) Total in SCH. D1 Rs P a g e

24 Schedule-D2, (P. Way - Ballast Less Track Linking) 1 Laying B.G., straight or curve track Track with 60kg 90 UTS 1st quality rails on prestressed concrete sleeper (M+4 density) Meter 1540 sleeper for conversion into 3 Rail SWR & curve track of 5º & above with 60Kg single Rail on pre-stressed concrete sleeper (M+7 density) with an additional sleeper to be provided at mid staggard joint and standard fittings ensuring correct spacing of sleepers, fixing & tightening of Fish bolts & nuts and maintaining proper gauge, 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 & staggard joints for curve track of 5º & above, 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 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 laying of both sides rails, sleepers and all other fittings required thereof. (NOTE: Rails will be issued from RITES Store, free of cost) 2 Drilling holes 28mm dia. in rails 60Kg/52 kg/rails section for fish bolts outside track. 3 Cutting rails 60 kg/52 Kg (New/SH) rails section for fish bolts outside/inside track by Rail cutting equipment. 4 Cutting metal liners as per enclosed drawing for use at Fish plated joints. each each Each P a g e

25 Sl 5 a) 5 b) Description of item Unit Qty. Rate Amount (Rs.) Trolleying/Transporting of new Rails, Points & Crossings, PSC Sleepers & Fittings, fastenings from RITES site store to place of work including handling, loading, unloading, and spreading at site. The rate is inclusive of all lead, lift, ascent, descent, crossing road/rly lines if necessary complete in all respect upto a distance of 1 Km. MT Trollying new Rail, Points & Crossings, MT PSC Sleeper every additional 0.5 Km by contractors dip lorry/transport as-perdirection of Engineer-In-Charge. Total in SCH. D2 Rs P a g e

26 Schedule-D3, (P. Way Supply for Ballast Less Track). 1 Elastic Rail clips with flat toe (MK.III) to RDSO Drg..T-3701 (Alt.3) conforming to specifications IRS-T-31/1989. s Elastic rail clips type 'J' for use at fish plated joints as per RDSO Drg.. T conforming to IRS Specification. 3 Metal Liners to RDSO Drg..T-3740 (upto date Alteration) conforming to specification IS:226/1975 for use with Mark III flat toe ERC ( Drg.. T-3701) 4 Grooved Rubber Sole Plate to RDSO Drg..T-3711 (upto date Alteration) conforming to IRS Specification for 6 mm thick grooved rubber sole plates (Provisional) 1987 revised Fish Plates 60 kg to RDSO Drg..T-1898 with upto date alteration conforming to IRS Specification. T-1. 6 Fish Bolts and nuts as per RDSO Drg..T-1899 Alt-2 of size 25 mm dia and 140 mm long conforming to IRS Specification.T-23/67. 7 Supply of Thermocol sheet (750 mm X 270 mm X 10 mm) Each each s pairs each each Total in SCH. D3 Rs TOTAL IN SCH. D (i.e. D1+D2+D3) = Rs P a g e

27 Schedule-E. (Gate). 1 Earth work in excavation for foundation and floors of the bridges, retaining walls etc., including setting out dressing of sides, ramming of bottom, getting out of excavated materials, back filling in layers with approved materials and consolidation of layers by ramming and watering etc. including all lift, disposal of surplus soils upto a lead of 300m, all types of shoring and shuttering with all labour and materials complete as per drawing and technical specification as directed by Engineer in charge. All kinds of soils cum Providing & laying 1:3:6 cement concrete (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). Rate includes costs of all material, labour, equipments, placing of concrete in position etc. in all complete. 3 Providing & laying 1:1.5:3 cement concrete (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) with or without reinforcement. Rate includes costs of all material, labour, equipments, placing of concrete in position etc. in all complete. Reinforcement & shuttering will be paid separately. cum cum Structural steel work in single section including cutting, bending, straightening, drilling, welding, riveting, bolting, hoisting, fixing & fastening, locking arrangements in position, supply of all materials, labours, equipments, lead, lift etc., including applying a priming coat of approved steel primer, complete in all respect - upto 6m height above GL a) In RSJ, tees, angles and channels Kg b) In flats, plates, round or square bar. Kg P a g e

28 5 Supplying reinforcement for RCC Work Kg including straightening, cutting, bending, placing, in position and binding all complete. a)thermo-mechanically Treated bars 6 Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns..etc. sqm b) Columns, pillars, posts and struts etc. sqm Painting with synthetic enamel paint of approved brand and manufacturer to give an even shade: a) Two or more coats on new steel works. 8 Any other unforeseen items which are not covered by the above items of work will be operated as per the available items in NFR, SOR Basic rate Rs sqm LS LS Please quote.. % age At per / Above / Below. (Please strike out whichever not applicable) Total in SCH. E Rs P a g e

29 FORM-SP2 NAME OF WORK: EXECUTION PACKAGE I, FOR RAIL INFRASTRUCTURE INCLUDING LAYOUT OF NAPHTHA UNLOADING YARD OF BRAHMAPUTRA CRACKER AND POLYMER LIMITED (BCPL) AT LEPETKATA, DIBRUGARH (ASSAM). BIDDING DOCUMENT NO. : BIDDING DOCUMENT NO. 6907/106/OT/RITES- EIL/EXECUTION/PKG-I/2011 EXTENDED STAY COMPENSATION SL. NO. DESCRIPTION 1. Rate of Extended Stay Compensation per Month beyond the Time Schedule and grace period mentioned in Bidding Document for reasons solely attributable to Owner. RATE IN RUPEES ( ) Per Month NOTES: 1. Extended Stay Compensation shall be loaded on the quoted prices as per clause no of Special Conditions of Contract. 2. In case no rate for Extended Stay Compensation is stipulated, it will be considered that Extended Stay Compensation is not required by the Bidder and the rates quoted by them shall be valid till completion of works in all respects. 29 P a g e