MCL Lakhanpur Phase II

Total Amount of BoQ 2

Amount after unconditional Rebate

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

With G.I. barbed wire

BoQ9 Schedule 'G'- BUILDING WORKS

BoQ10 Schedule 'H';- BUILDING GENERAL ELECTRICAL WORKS

AL AMOUNT Without Taxes in Rs. P

BoQ11 Schedule 'I';- P-WAY WORKS (SCHEDULE ITEMS)

per litre

BoQ5 Schedule 'C'- SUPPLY OF CEMENT

BoQ7 Schedule 'E'- SUPPLY OF REINFORCEMENT

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE - 'B'- BRIDGE WORKS (MINOR & MAJOR BRIDGE), RETAINING WALL, SIDE DRAIN, ETC. (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

In all conditions and classifications of soil except rock

Soft rock Note-To be executed in line with clause No.5 of additional conditions of contract.

In hard rock requiring blasting

Extra for leading of Cut spoil every one km beyond original lead of 2km over item nos.1.01 to 1.03.

Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturallyavailable or manufactured material as required to achieve specifiedgradation, in designed proportion in Pug mill or wet mix plant to haveuniform gradation including all incidental transportation, laying overfinished formation in uniform layer(s) with motor grader, compactionwith suitable vibratory roller to specified density and finishing tocorrect profile, complete as per RDSO Specification No.RDSO/2020/GE: IRS-0004 with latest correction slips.

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

BoQ8 Schedule 'F'- ROAD WORKS

NUMBER #

BoQ12 Schedule 'J';- NON-SCHEDULE ITEMS (SUPPLY OF P-WAY MATERIALS, TRACK LINKING WORKS, EARTH WORK, BRIDGE WORK ETC)

All kinds of soils

Soft rock (not requiring blasting)

Hard rock ( blasting prohibited)

Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains,foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : 1:3:6(1Cement:3 coarse sand (zone-III):6 graded stone aggregate 20 mm nominal size)

Providing and laying Plain Cement Concrete M15/20/25 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping andbailing out water where ever required with all materials and labourcomplete but excluding the cost of cement and shuttering as perdrawings and technical specifications as directed by Engineer.

Providing and laying in position machine batched, machine mixedand machine vibrated Cement Concrete of specified grade as per approved Design Mix M25/30/35/40/45 (mixed in Mobile Concrete Batching/MixingPlant at site or RMC from approved plants) using 20mm gradedcrushed stone aggregate and coarse sand of approved quality in RCC raft found

ation,Pile cap,Retaining Wall,BOX Culvert etc including finishing, using Plasticiser inapproved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications anddirection of the Engineer in charge. Note:1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for allgrade of Design Mix Concrete unless it is specifically approved citingreasons for not using plasticiser at the stage of Mix Design and inthat case deduction shall be made as per relevant item.

Providing and laying in position machine batched, machine mixedand machine vibrated Cement Concrete of specified grade as per approved Design Mix M25/30/35/40/45(mixed in Mobile Concrete Batching/MixingPlant at site or RMC from approved plants) using 20mm gradedcrushed stone aggregate and coarse sand of approved quality for thefollowing Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, usingPlasticiser in approved proportions (as per IS:9103), to modifyworkability without impairing strength and durability complete as perspecifications and direction of the Engineer in charge. Note:1. Payment for cement, reinforcement and shuttering shall be madeextra under relevant item. 2. Plasticiser shall invariably be used in approved proportion toincrease workability with minimum possible quantity of cement for allgrade of Design Mix Concrete unless it is specifically approved citingreasons for not using plasticiser at the stage of Mix Design and inthat case deduction shall be made as per relevant item.

Abutment & Pier

Wing wall and Return wall

Abument cap, pier cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall, etc.

Approach slab at formation level, Dirt wall/ ballast wall at formation level .

Extra for every increase of 1m or part thereof in the height above 9.0m

Providing and laying in position machine batched, machine mixedand machine vibrated Cement Concrete of specified grade as perapproved Design Mix M30/35/40/45(mixed in Mobile Concrete Batching/MixingPlant at site or RMC from approved plants) using 20mm gradedcrushed stone aggregate and coarse sand of approved quality forcast in-situ Prestressed (Post-tensioned) concrete girder / Boxgirders/Slabs for different spans including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability withoutimpairing strength and durability complete as per drawings,specifications and direction of the Engineer in-charge. Note:1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and groutingof the ducts shall be made extra under relevant items. 2. Plasticiser shall invariably be used in approved proportion toincrease workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citingreasons at the stage of Mix Design and in that case deduction shallbe made as per relevant item.

With Soffit level up to 9m above Bed level

With Soffit level From 9m above Bed Level to12m above Bed Level

With Soffit level From 12m above Bed Level to 15m above Bed Level

Extra over USSOR Item no. 6.03 for Soffit level beyond 15m above Bed Level for every 1m or part thereof

Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge super-structures, e.g. slabs, I-girders, T-girders,Box girders etc. up to 5m above ground level.

All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall,Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item no. 7.01 & 7.02 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof

Providing and fixing Weep Holes in Abutments, Wing walls andReturn walls etc., of new bridges with 110mm dia UPVC pipe Type AISI marked with all contractor's men, material, transportation, all taxesas per specifications and as directed by Engineer-in-Charge.

Boulder Pitching Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item.)

Boulder Backing Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra.

Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations

Application of Coal Tar Providing and applying two coats of coal tar or bitumen confirming to IS:3117– latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer

Supplying, spreading and filling coarse sand (No cohesive materials to be used) of approved quality including watering and ramming in foundation, plinth, behind the abutment, wing wall, retaining wall, in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line, etc. complete with contractor’s labour, materials, tools and plant.This item will also be operated for building, drain, road etc works.

Filter Media Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.

Metalising Metalizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. On new girder during fabrication

NP4 pipe Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately. (Pipes of 600mm dia and above will be laid using crane/hydra). 1200mm Dia.

Design, supply, fitting and fixing in position true to line and level POT

-PTFE bearing of 300MT Capacity, consisting of a metal pistonsupported by a disc or un reinforced elastomer confined within ametal cylinder, sealing rings, dust seals, PTFE surface sliding againststainless steel mating surface, complete assembly to be of cast steel /fabricated structural steel, metal and elastomer elements complete asper IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400,IS:226, BS-5400, Bridge Code and as per approved drawing andTechnical Specifications. The design of the bearings shall besubmitted by the manufacturers / contractor and got approved fromRailway before fixing. Test report after inspection of the bearings shallbe submitted and got approved before the materials are lifted from the manufacturer premises.

POT-cum -PTFE Bearing (Free end)

POT Bearing-Fixed Type

POT-cum -PTFE Guided (L)Bearing

POT-cum -PTFE Guided (T)Bearing

Design, supply and fixing 300MT capacity Spherical Bearing in position true to line and level consisting of set of concave andconvex mating steel backing plate with a low friction sliding interface,flat sliding elements ,guides and restraining rings; with all components conforming to approved drawing and technical specifications & Bridge Code including grouting of holes for anchor bolts and under side of base plate with approved non-shrink epoxy grout with allmaterial, labour, T&P as a complete job.Note: Sliding surface with PTFE or UHMWPE low friction thermoplastic material and steel for backing plate of Mild steel inaccordance to IS:2062 grade-B. Cast steel in accordance with IS1030 Grade 280-520W. Stain less steel in accordance with AISI304/316.Low friction thermo -plastic sliding PTFE material either pure polytetrafluroethalyne (PTFE) Or Ultra High Molecular weight Polyethylene (UHMWPE). Austanitic steel is of stainless steel for thesliding interface shall be in accordance with AISI 316L or O2 Cr17NI12 of IS-6911. The thickness of the stain less steel sheet shall be3mm minimum. The stainless steel sheet shall be attached to itsbacking plate either by screwing/riveting or by continuous fillet weld.Hard chromium plated surface shall be entire curved surface of theconvex steel plate mating with hard chromium plated concave slidingsurface .The thickness of the hard chromium plating shall be at least100 microns and the final surface roughness of the plated surface shall not exceed 3 microns. Bearing manufacturer shall give the guarantee for satisfactory performance of bearing for period specified.

Spherical Fixed Bearing

Spherical Free Float Bearing

Spherical Slide Guide (L) Bearing

Spherical Slide Guide (T) Bearing

Design, manufacturing, supplying and fixing in position elastomeric bearing true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as wellas cast-in-situ girders as per approved drawing. The rate shall includecost of load test of one no. bearing from Railway approved firms andall fixing materials, equipments, machineries, labour, taxes, loading,unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization. Note : 1. The rate is for finished item complete and paid only afterfixing in position below the girder. 2. The volume shall be as given inthe drawing and no deduction shall be made for inserted steel plates etc.

Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete.

Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MOST/IRC specifications. The rates are inclusive of supplying, fixing with contractor’s own materials e.g. inserts, bolts, socket tubes, Neoprene sheet/cap etc, equipments, machineries, labour, all taxes, royalty, all lead & lifts, transport, testing, surface preparations, Complete

For 80 mm expansion

For 40 mm expansion

For Span design load upto 100 MT

Extra for every increase of 100 MT or part thereof in the span load capacity upto 800 MT

Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white back ground with all labour, tools, cement, paint etc.with all lead and lifts

With one coat ready mix Zinc Chromate conforming to IS:104 withDFT of 25-30 Microns followed by one coat of Zinc Chromate redoxide conforming to IS:2074 DFT of 25 Microns

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

BoQ13 Schedule 'K';- UNFORESEEN ITEMS

Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.

Metre

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

Providing and fixing

15 cm dia at top, 20 cm at bottom and 90 cm high precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) boundary stone as per standard design, including finishing smooth with cement mortar 1:3 (1cement : 3 fine sand) (cost of excavation, refilling and concreting to be paid for separately).

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

Providing and applying 2.5 mm thick road marking strips (retro- reflective)of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Supply and using of cement at work site Ordinary Portland Cement 43 grade approved brands/makes

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

Supply of 10 watt LED Bulkhead Light fixture similar to Havells light cat no.: Havells ELLIPSE NEO 13.5W HEXA LED or equivalent

NUMBER #

Brush Less Direct Current (BLDC) Motor Supply, Installation, Testing and Commissioning of ceiling fan with BrushLess Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal (Aluminum alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit,safety rope, copper winding, steel/Al body Power Factor not less than 0.9,Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS :374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remainingaccessories including safety pin, nut bolts, washers, temperature rise=75degree C (max.), insulation resistance more than 2 mega ohm, suitable for230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fanSupply, earthing etc. complete as req

with cordless remote control, stabilizer etc. both inter connected with copper refrigerant pipe (or as requried 20 metre) and drain pipe of required length as given, cabling and wiring, insulation with cross linked polyethylene foam, full charge of refrigerant gas and oil, M.S. base frame, supports etc. complete as per specifications and drawings. The cost shall also include angle iron stands for outdoor units along with stabilizer 2.0 TR Hi-wall Unit Inveter AC(5 star rating with min. EER is 3.5) with ref.circuit and approx 20 meter of ref. and drain piping & Cabling along with stabilizer as per specifications

As above with 1.5 TR Hi-wall Unit Inverter (5 star rating with min. EER is 3.5) with ref.circuit and approx 20 meter of ref. and drain piping & Cabling along with stabilizer as per specifications

Supply & Erection of LT Panel With provision for DPX³ 160 4 pole MCCB as incomer and SP/TP MCB's as outgoing Reversible Suitable for Flush Mounting and Surface Mounting With 250 A Copper Busbar for each phase With 2 Neutral bar, 2 Earthbar and Cable ties for Cable managementFully insulated busbar & shrouded Neutral bars Improved Pan assembly for ease of installation Prefitted masking sheet Door for IP 43 & IP 54 DB's IK 09 with metal door MCCB 50KA fixed as incoming & Outgoing details as under:

PRICE SCHEDULE - Part 'G'- BUILDING WORKS (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete.

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

Supply of 20 watt LED Tube Light fixture similar to Havells light cat no.: NICOLAUS- Nicolaus Glamtube 20 W LED 6500K LHEWAJPGPV1B020 or equivalent

NUMBER #

SIC RATE In Figures To be entered by the Bidder Rs. P

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.

All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineerin-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specifid grade excluding the cost of centering and shuttering - All work up to plinth level :

1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fie aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, fiishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specifid cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

All works upto plinth level

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for :

All works above plinth level upto floor V level

DAMP-PROOF COURSE Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Two or more coats on new work

Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)

Acid and alkali resistant tile

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm)

wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge. Extruded section profile size 42x50 mm

With float glass panes of 4.0 mm thickness

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter).

For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item):

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

G.I. pipes

Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

110 mm diameter

Providing and fixing chromium plated brass handles with necessary screws etc. complete:125 mm

Single tee with door

Shoe (Plain)

110 mm Shoe

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :300x10 mm

INTERIOR FINISHING Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

"EXTERIOR FINISHING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) "

Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm

Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe

32 mm dia

Sanitary Installation: Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid

hing cistern

Providing and fixing soil, waste and vent pipes :

100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

Providing and fixing 100 mm sand cast Iron grating for gully trap.

Providing and fixing 600x450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. Brass screws and washers complete.

Providing and fixing toilet paper holder C.P.brass

75 mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :

For 100 mm dia pipe

75 mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :

100 mm dia. Sand cast iron S&S as per IS - 3989

75 mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989

75 mm dia. Sand cast iron S&S as per IS - 3989

Providing and fixing plain bend of required degree.

Providing and fixing terminal guard :

Providing and fixing heel rest sanitary bend

75 mm Sand cast iron S&S as per IS - 3989

Providing and fixing collar :

Providing and fixing heel rest sanitary bend

75 mm Sand cast iron S&S as per IS - 3989

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :

75 mm dia. Sand cast iron S&S as per IS - 3989

Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :

100x100x100x100 mm Sand cast iron S&S as per IS - 3989

100 mm dia

75x75x75x75 mm Sand cast iron S&S as per IS - 3989

100 mm Sand cast iron S&S as per IS - 3989

100 mm diameter pipe

75 mm diameter pipe

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989

Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :

Providing and fixing Polyethelene-Aluminium- Polyethelene PE-ALPE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge. External work

4050 (50 mm OD ) pipe

75 mm dia

Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

1620 (20 mm OD) pipe

2025 (25 mm OD) pipe

20 mm nominal dia Pipes

Making connection of GI distribution branch with GI main of following sizes by providing & fixing tee, including cutting and threading the pipe etc. complete.

Providing and fixing UPVC pipes including all UPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step UCPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work

25 MM Dia UPVC Pipes

25 MM Dia UPVC Pipes

50 to 80 mm nominal bore

25 mm nominal bore

Providing and fixing gun metal non- return valve of approved quality (screwed end) :

25 mm nominal bore Horizontal

50 mm nominal bore Horizontal

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing brass stop cock of approved quality :

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

50 mm nominal bore

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Demolishing Cement concrete manually/by mechanical means including disposal of material within 50metres lead as per direction of Engineer-in-charge

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

90 UTS rails and finishing of weld to meet theprescribed tolerances and pass all stipulated tests, conforming to IR’sManual for Flash Butt Welding of Rails with latest amendment, usingcontractor’s self-propelled rail cum road / Mobile FBW Plants, tools,equipments and consumables. Item also includes painting withanticorrosive paint as approved and marking of welded joints, pre-straightening & post-straightening of panels and USFD testing offinished weld as directed by Engineer in-charge.

NUMBER #

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required group A

Group C

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit complete as required 2X2.5 sq mm + 1x2.5sqm earth wire

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate & switch box including connection but excluding modular plate etc.as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.

Installation , testing and commissioning of ceiling fan including wiring the down rod of standard length (UP TO 30 CM) WITH 1.5 SQMM FRLS PVC insulated copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required upto 450mm sweep

Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way double door.

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8way (4+24) double door

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, MCB suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Single Pole

Single pole and neutral

Triple pole and neutral

Providing and fixing 6 SWG G.I. wire on surface or in recess for loop earthing as required .

60 Kg/60EI - R260 grade on Cess

Anti-corrosive painting of rail outside track on rail bottom, web, footand fishing plane with two coats of thickness of 100 microns each bybituminous black paint confirms to IS-9862 of reputed make includingsurface preparation, as a complete job as per procedure prescribedin latest edition of IRPWM. 60KG RAIL

120 watt LED Flood Light fixture similar to Havells light cat no.: Energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium IP66 flood light, JETA IRIS JETAIRISFLS120WLED757SYMLTG

Supply of Heavy Duty exhaust fan 300 mm sweep 1400 RPM, complete with blade and louvers etc. model no. Havells Turbo Force SP Or Equivalent.

Supply, testing & commissioning of ISI marked following sizes of aluminium conductor XLPE insulated FRLS PVC sheathed cable as per IS 7098 Pt-I armoured sheathed 1100 volts as required OF 3Cx 16 sq.mm

As above with 4 core x16 sq mm

As above with 3.5core x70 sq mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required up to 35 sq.mm

Above 35 sq. mm and upto 95 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required upto 35 sq.mm

Above 35 sq. mm and upto 95 sq. mm

Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required up to 40 mm dia

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle)

Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required 3x16sq mm(25mm)

As above with 4 X 16 sq. mm (25mm)

3½ X 70 sq. mm (38mm)

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

PRICE SCHEDULE - Part 'H';- Electrification of Station Building, Goomty, TMS Room (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

Flash Butt Welding of

Per Track Km

Per Turnout Set

Supply of 60KG prestressed monoblock concrete sleepers (wider) as per RDSO Drawing No-RT-8527 with latest alteration/amemndments, if any, leading, loading & unloading and stacking as per IRPWM and all along and both sides of the siding alignment or as directed by the Engineer-in-charge.

Supply of 60KG PSC Guard rail sleeper over bridge and at bridge approach (60kg running and 52kg guard rail) at work site as per RDSO Drg. No.T 8672. The rate includes all charges all loading, unloading, transportation with all lead, ascent, descent, handling, rehandling etc complete in all respect as per specification & direction of EIC.

Supply of 60KG PSC sleeper at bridge approaches of tapered guard rail loaction (60kg running and 52kg guard rail) at work site as per RDSO Drg. No.T 8673 to 8680,The rate includes all charges all loading, unloading, transportation with all lead, ascent, descent, handling, rehandling etc complete in all respect as per specification & direction of EIC.(1 set = 8 type of sleepers)

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

BoQ6 Schedule 'D'- STRUCTURAL STEEL (SUPER STRUCTURE OF BRIDGE)

NUMBER #

Packing of Tracks Machine tamping of track by Railway Track machine (Unimat/Duomatic) including CSM (continious squeezing machine) including deployment charges, movement charges, temporary establishment charges, departmental charges and other misc. charges including contigency. Nothing extra will be paid.

Packing of Turnouts Machine tamping of track by Railway Track machine (Unimat/Duomatic) including CSM (continious squeezing machine) including deployment charges, movement charges, temporary establishment charges, departmental charges and other misc. charges including contigency. Nothing extra will be paid.

Earthwork in excavation by mechanical means (Hydraulic Excavator) / Manual Means for foundations and floors of the bridges,retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers withapproved material and consolidation of the layers by ramming andwatering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with GaugeConversion, Doubling, New lines.

PRICE SCHEDULE - 'C'- SUPPLY OF CEMENT (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

PRICE SCHEDULE - 'A'- EARTHWORK AND ALLIED WORKS (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

Track Mtr.

Any other unforseen items which are not covered in the above schedule will be operated/ executed based on SECR USSOR 2021,DSR'2023 including its latest correction slips. The rates will be quoted in percentage (below(-)/ at par/ above (+))

PRICE SCHEDULE - 'J' - UNFORESEEN ITEMS (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

PRICE SCHEDULE - 'J' - Non Schedule Items(Supply of P.Way Materials,Track Linking Works,Earth Work,Bridge Work etc) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bid is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

Supply of PSC Sleepers:Supply of 60 kg BG turn out PSC sleepers (category-1) for 1 in 8 1/2 as per RDSO Drg. No. T- 4865 (RT 4793 to 4844 & RT-4512) including entry and exit sleepers with up to date alteration if any and as per IRS specification.

Supply of 60 kg BG turn out PSC sleepers (category-1) for 1 in 12 as per RDSO Drg. No. T- 4218 (RT-4512 to RT-4594) including entry and exit sleepers with up to date alteration if any and as per IRS specification leading, loading & unloading and stacking as per IRPWM and all along and both sides of the siding alignment or as directed by the Engineer-in charge.

Supply of 60kg PSC sleeper (categaory-1) for 1 in 8.5 derailing switch including approach& exit sleepers at site as per RDSO Drg. with alteration if any

Supply of 60 kg (UIC) 1 in 8 1/2 (1673 fan shaped) BG turnout with using 1 st quality rails as per IRS T-12 with overriding Curved Switches 6400 mm (RDSO Drawing No. T-4865, 4966, 4967) and CMS Crossing and as per Drawing No. RDSO/T-4967/1 in position using 1000 mm long fish plates to RDSO Drg No. T-5916 including standard Check Rails, Lead Rails, Elastic Rail Clips, Grooved Rubber Pads, Metal Liners, Distance Blocks, Heel Blocks, MS Bearing Plates, Fish Bolts with Nuts and washers , Stretcher Bars , Brackets etc. and all other fittings required for complete set of Turnout as mentioned in the RDSO drawing with alteration if any.

Supply of Full Set 1 in 12 Point & Crossing(Thick Web Switch: Type ZU-1-60, Rail section: 60Kg) with 10125 mm curved switch & CMS Crossing B.G 60 KG Rail to suit on PSC Sleeper, Fan shape Layout as per RDSO drawing no. T-6154 & Switch Sub assembly as per RDSO drawing no. T-6155 & crossing sub assembly as per RDSO drawing no. T-4220 complete, with all Rails, Fitting & Fastening, Lever Box, ERCs, Fish Bolts & Nuts complete, rubber pads and SSD

Supply of 60kg (UIC) BG (1673) 1 in 8.5 derailing switch (trap point) as per RDSO drawing including elastic rail clips, grooved rubber pads, metal liners, distance blocks, heel blocks, ms bearing plates, fish bolts with nuts and washers, strecher bars, brackets etc. and all other fittings required for complete set of derailing switch as mentioned in the RDSO drawing/with alteration if any.

Supply and fixing of Rubber pad (1000x270x10mm thick) as per RDSO Drg. No.1270 with latest alteration (if any) below PSC sleepers for ballastless track under rapid loading silo (RLS)

Supply of P way Fittings: Supply of Composite Grooved Rubber Sole Plates 10 mm thick as per RDSO Drg. No.RT- 8528 Conforming with latest alteration / amendments if any.

Supply of P way Fittings: Supply of Elastic Rail Clips mark v flat toe for BG track with 60 kg Rail and 60 kg PSC sleeper to RDSO drg. No RT-5919 Conforming to IRS Specification T-31/2018 with latest alteration / amendments if any to suit to 60kg wider sleeper to RDSO drg no. RT 8527,RT- 8624,RT - 8671 with latest alteration / amendments if any.

Supply of P way Fittings: Supply of Elastic Rail Clips (J type) mark III flat toe for fishplated joint of BG track with 60 Kg Rail and 60 Kg PSC sleeper to RDSO Drg. No RT-8258 Conforming to IRS Specification T-31/92 and/or any other to suit to 60kg wider sleeper to drg no. RT 8527,RT- 8624,RT -8671 with latest alteration / amendments if any

Supply of P way Fittings: Supply of fish plate (1000mm long) for 60kg Rails, RDSO Drg No: T-5916 with latest amendment , if any including nuts and bolts etc.(1Set=2Nos of fish plates)

Supply of P way Fittings: Supply of Combination Fish Plates 60 kg as per RDSO Drg. No. T 696 & T 699 to IRS specification No. T 1/66 with Fish bolt and nut as per RDSO Drg No. T 700 size bolts of required number with nuts & Washers with latest amendments. (1 Set= LH&RH=4 Nos fish plates)

Supply of P way Fittings: Supply of MS Liner for 60 Kg rail on 60 Kg PSC Sleeper ( wider) as per RDSO Drg. No.T- 8616 & 8617 Conforming to IRS Specification with latest alteration / amendments if any. (A set consists of two liner).

Supply of GFN Liners for 60 Kg rail on 60 Kg PSC Sleepers (wider) as per RDSO Drg. No. RT- 6938 & 6939 Conforming to IRS Specification with latest alteration / amendments if any. (A set consists of two GFN liner).

Supply of GFN Cut Liners for 60 Kg rail on 60 Kg PSC Sleepers as per RDSO Drg. No. RT - 3706 Conforming to IRS Specification to suit to 60kg wider sleeper to drg no. RT 8527,RT- 8624,RT -8671 with latest alteration / amendments if any.

Supply of P way Fittings: Supply of MS Cut liner for 60 Kg rail on 60 Kg PSC Sleeper as per RDSO Drawing no T- 3740 Conforming to IRS Specification and/or any other to suit to 60kg wider sleeper to drg no. RT 8527,RT- 8624,RT -8671 with latest alteration / amendments if any

Supply of 60 kg Joggled fish plate to RDSO Drg. No.T-5849 (ALT-1) for use on defective welded joints for BG track with 60 kg rails including bolts with nuts of required size and numbers , single coil spring washers and special washers etc. conforming with specification as per drawing with latest alteration/ammendments. [One set of joggled fish plate comprises of [i] Joggled Fish Plate to RDSO Drg. No. T-5849 alt.1 = 2 Nos. [ii] Bolts and Nuts to Drg. No.T-11513= 4 Nos. [iii] Single Coil Spring Washer to Drg. No. T- 10773= 4 Nos. [iv] Special washer - 8 Nos. as in RDSO drg. No. T-5849, alt.1 [specification is 2062-1992]

Supply of Track Ballast: Supplying & stacking and spreading of 50 mm size Track Ballast (Machine Crushed Stone Ballast) all along and both sides of the siding alignment and at the locations nominated by the Engineer-in charge. The rate shall include all lead, lift, loading, unloading, stacking & spreading at desired location etc. complete. This item shall confirm with relevant special conditions and as per specification and as approved by the Engineer in charge. 75% of payment of ballast as per accepted rate shall be made after supply and stacking at site on levelled and cleaned surface and ramaining 25% will be paid after spreading, dressing and bringing it to the correct profile.

Laying & Linking of P Way Track : Laying & linking of three panelled welded and fish plated BG straight or curved track with 60 kg rail section and concrete sleeper with sleeper density 1660 per KM with 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, superelevation where necessary and with one round initinal through packing. The rate should be inclusive of Transpotrtation of rails from RITES/MCL stocking points/stores to site of work as required, cutting of rails as required on straight and curve track for squaring of joints. drilling holes on web using proper template for fish plated joints. chamfering 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. maintaining of sleeper spacing , versine, superelevation etc. shall also be marked by the contractor with yellow and black 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 side rails , sleepers and all other fittings required there of including provision of refrence pillar at 100 mt apart on cess of the formation ,tools and plant, labour, lead, lift etc, complete before opening to allow 20 kmph speed. and as directed by EIC.

Laying & Linking of P Way Track :Through packing of Plain Track/curved Track in all kinds of sleepers with stone ballast to maintain correct alignment cross and lognitudinal levels as required, by maintaining track gauge, versine, superelevation etc. on both straight and curve track laid as per IRPWM, with all contractor's tools and labour, the rate is inclusive of all charges as per IRPWM and as directed by Engineer-in -charge.

Supply of GFN Cut Liners for 60 Kg rail on 60 Kg PSC Sleepers as per RDSO Drg. No. RT - 3706 Conforming to IRS Specification to suit to 60kg wider sleeper to drg no. RT 8527,RT- 8624,RT -8671 with latest alteration / amendments if any.

Supply of P way Fittings: Supply of MS Cut liner for 60 Kg rail on 60 Kg PSC Sleeper as per RDSO Drawing no T- 3740 Conforming to IRS Specification and/or any other to suit to 60kg wider sleeper to drg no. RT 8527,RT- 8624,RT -8671 with latest alteration / amendments if any

Supply of 60 kg Joggled fish plate to RDSO Drg. No.T-5849 (ALT-1) for use on defective welded joints for BG track with 60 kg rails including bolts with nuts of required size and numbers , single coil spring washers and special washers etc. conforming with specification as per drawing with latest alteration/ammendments. [One set of joggled fish plate comprises of [i] Joggled Fish Plate to RDSO Drg. No. T-5849 alt.1 = 2 Nos. [ii] Bolts and Nuts to Drg. No.T-11513= 4 Nos. [iii] Single Coil Spring Washer to Drg. No. T- 10773= 4 Nos. [iv] Special washer - 8 Nos. as in RDSO drg. No. T-5849, alt.1 [specification is 2062-1992]

a)First through packing

b)Second through packing

c)Third through packing

Laying & Linking of P Way Track : Assembling & laying of 52kg/60 kg point & crossing during traffic block or without traffic block including intermediate portion of track with PSC layout to the Railway's specification. Rate includes giving pre curvature to stock and tounge rail with hydaulic jim crow if required, levelling, fixing side chairs, bearing plates, fixing of one set of points and crossing with straight or curved switches , strecher bars , switch anchors, any other safety fittings including fixing of junction fish plates and points & crossing fittings are required as ordered by EIC. The rate includes lead upto 1/2 km, all lifts of pway materials consisting of rails crossing switches, PSC sleepers, turn out keys and all sorts of fittings etc to be brought to the location from any where with in the yard limits crossing railway lines etc complete as required. The points 7 crossing set means length of track between stock joint and end of crossing joint nothing extra is payable for the works executed in running lines under blocks. (a) 1 in 8 1/2 point & crossing 52 kg/60kg PSC layout.

without traffic block

Laying & Linking of P Way Track : Through packing of 1 in 8 1/2 Turn out/Sym.Spilt on kinds of sleepers with stone ballast to maintain correct alignment cross and lognitudinal levels as required, by maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tool and labour inclusive of all charges ( note-length of Turn out will be considered from center of 1st approach sleeper to the center of 4th exit sleepers)

Third through packing

Laying & Linking of P Way Track : Assembling & laying of 52kg/60 kg point & crossing during traffic block or without traffic block including intermediate portion of track with PSC layout to the Railway's specification. Rate includes giving pre curvature to stock and tounge rail with hydaulic jim crow if required, levelling, fixing side chairs, bearing plates, fixing of one set of points and crossing with straight or curved switches , strecher bars , switch anchors, any other safety fittings including fixing of junction fish plates and points & crossing fittings are required as ordered by EIC. The rate includes lead upto 1/2 km, all lifts of pway materials consisting of rails crossing switches, PSC sleepers, turn out keys and all sorts of fittings etc to be brought to the location from any where with in the yard limits crossing railway lines etc complete as required . The points & crossing set means length of track between stock joint and end of crossing joint nothing extra is payable for the works executed in running lines under blocks. (a) 1 in 12 point & crossing 52 kg/60kg PSC layout.

Under Traffic block

Without Traffic block

Laying & Linking of P Way Track : Through packing of 1 in 12 Turn out/Sym.Spilt on kinds of sleepers with stone ballast to maintain correct alignment cross and lognitudinal levels as required, by maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tool and labour inclusive of all charges ( note-length of Turn out will be considered from center of 1st approach sleeper to the center of 4th exit sleepers)

First round of through packing

Second through packing

Assembling, laying and linking of 60kg (UIC) BG(1673) 1 in 8 1/2 Derailing Switch(trap point) as per RDSO drawing No.T/6068 for 60kg rail,Fan Shaped PSC Sleepers(22 Nos.),Elastic Rail Clips,Grooved Rubber Pads,Metal Liners,Distance Blocks,Heel Blocks,MS Bearing Plates,Fish Bolts with Nuts and washers,Strechers Bars,Bracket etc. and all other fittings required for complete set of Derailing Switch as mentioned in the RDSO drawing/with alteraion if any and including intial and three round through packings,oiling and greasing of derailing switch as per IRPWM,to make it fit for normal sectional speed and as directed by EIC. Note:Payment for supply and spreading of ballast shall be paid separately.

Laying & Linking of P Way Track : Manufacturing, Supplying, fixing precast RCC fouling mark as per Railway specification with nominal mix 1:2:4 and fixed at required location given by site in charge duly painted, with all contractor's labour, material, lead, complete etc. The fouling mark shall be painted with the letter F/M engraved on both faces painted with black enamel paint.

Laying & Linking of P Way Track : Manufacturing and supplying various engineering indicator boards, partially retro reflective of engineering grade having stone enameled background and 12 mm dia holes drilled for fixing with bolt & nut of 10 mmm dia made out of 16 SWG MS/CR sheet, painted with non peel able weather proof one coat of zinc chromate stoving primer on both sides, and two coats of yellow are required color background on both side black letter, black and any other back part of front face all stove enamel painted on both side a

nd grey stove enamel on back side to IS shade No. 630French grey confirming to respective drawing complete with contractors labour, materials tools& plants lead/lift, taxes /octroi etc. LWR/Curve board/Gang board/point board bridge name board/ jurisdiction board or any other boar various size as per approved drawings.

Laying & Linking of P Way Track : Manufacturing & supplying angle iron post of size 50mmx50mmx5mm with back support of angle iron size 35mm x 35mm x3mm of 900mm long spot welded at 450mm away from bottom of post, inflated at bottom , drilled on top and smaller size angle iron for curve, LWR, points gang board etc. as advised by EIC and painted with one coat of red oxide primer and alternate two coats of white black bands of 300mm width of synthetic enamel paint, with requird GI bolt & nut of size 10mm dia of 20mm long for various indicator sign board confirming to the respective drawings complete with contractors labour , materials tools & plant, lead/lift, taxes/octroi etc,for Curve board,Guard indicato, stop danger board, caution indicator or any other boar various size as per approved drawings.etc.

Laying & Linking of P Way Track : Dismantling of existing B.G. track of 52kg/ 60 kg/ 90 R or any other section of rails with any type of sleepers with any density with any types of fittings and fastenings. The rate should be inclusive of cutting rails, fish plates, bolts & nuts including jamed etc including extracting if burried in earth/coal . Released materials should be segregated and are to be deposited to MCL/Railway's nominated place through RITES as per direction of the Engineer-in-Charge. including loading, transportation and unloading.

Laying & Linking of P Way Track : Dismantling of existing B.G. Turn outs of 52kg/ 60 kg/90 R either LH & RH including points & crossing and lead rail, cut rail with any kind of sleepers with fittings & fastenings. The rate should be inclusive of cutting of rails, fishplates, bolts & nuts, if necessary for dismantling of Turn outs. Dismantled materials should be segregated and are to be deposited to MCL/Railway's nominated place through RITES as per direction of the Engineer-in-Charge. including loading, transportation and unloading.

1 in 8 1/2 turnout

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

BoQ4 Schedule 'B' - BRIDGE WORKS (MINOR & MAJOR BRIDGE), RETAINING WALL, SIDE DRAIN, ETC.