South Central Railway Tender
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South Central Railway - SCR Tender
Ireps
Opening Date29 Jul 2021
Closing Date20 Aug 2021
Tender Amount₹ 7,46,51,433
Costs
EMD
0Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Provision Of Subway (rub) By Open Cut Method In Lieu Of Manned Level Crossing At Lc.no. 7 In Guntur - Krishna Canal Jn. Section.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
3553460Tender No
367-DRM-W-GNT-TId-2428Tender Authority
South Central Railway ViewPurchaser Address
-Website
http://www.scr.indianrailways.gov.in
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Documents
Master Tender Document Pt 1
Master Tender Document Pt 2
Sepcial conditions for works
approved labs for material testing
BOQ Items
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Conducting laboratory Tests on collected soil samples as per relevant IS code Tri-axial Test
1
2006
2006.91
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Providing and removing barricading with the help of portable fencing along running track where work is to be done in close vicinity of track. Fencing shall consist of self supporting steel angles of size 50mm x 5 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. {Note : Released material will be property of the contractor after completion of work. Cost of cement to be paid separately} With provision of painting verticals & horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm
200
93
18780
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Dressing surface (average excavation or filling upto 15 cm) including removing vegetation in all kind of soil. Payment against this item is to be made only if it is not included in earth work item.
3168
168
53364.96
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Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.
44
1015
44662.2
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Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media ,
62
1979
122742.02
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centering and shuttering including strutting, propping etc. and removal of form for : All types of 9 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. upto 5m above ground level
9835
571
5616473.45
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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
1098
162
178710.48
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Earthwork in cutting (classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine & materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with leads within 2 km on either side of cutting edge, lifts, ascent, descent, loading, unloading, all taxes / royalty, clearance 11 of site and all incidental charges, bailing & pumping out water, if required, etc. complete as per directions of the Engineer-in-Charge. The work is to be executed as per latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract. {Note - (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways.} In all conditions and classifications of soil except rock
12075
131
1586292.75
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Earthwork in cutting (classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine & materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with leads within 2 km on either side of cutting edge, lifts, ascent, descent, loading, unloading, all taxes / royalty, clearance 12 of site and all incidental charges, bailing & pumping out water, if required, etc. complete as per directions of the Engineer-in-Charge. The work is to be executed as per latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract. {Note - (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways.} Soft rock not requiring blasting in all conditions
3019
291
878619.57
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Earthwork in cutting (classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine & materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with leads within 2 km on either side of cutting edge, lifts, ascent, descent, loading, unloading, all taxes / royalty, clearance 13 of site and all incidental charges, bailing & pumping out water, if required, etc. complete as per directions of the Engineer-in-Charge. The work is to be executed as per latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract. {Note - (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways.} In hard rock requiring blasting with explosives and blasting/drilling equipment Including all incidental work in all conditions. Rate includes cost of all explosive material.
9660
468
4528704.6
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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 with approved material and consolidation of the 15 layers by ramming and watering etc. including all lift, disposal of surplus soil upto 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 Gauge Conversion, Doubling, New lines Ordinary rock
1782
343
611956.62
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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 with approved material and consolidation of the 16 layers by ramming and watering etc. including all lift, disposal of surplus soil upto 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 Gauge Conversion, Doubling, New lines Hard rock (requiring blasting)
5701
628
3582736.44
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Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc.,of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.
1188
231
274831.92
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Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations
853
1003
855942.85
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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.
806
412
332249.32
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Laying Pitching with Stone Boulders supplied by Railway with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment as per drawings and technical specifications with maximum lead upto 150m (filter media to be paid under relevant item)
47
355
16700.98
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Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix 21 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 background with all labour, tools, cement, paint etc. with all leads and lifts.
2
715
1430.52
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Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement 22 concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job.
2
1111
2223.66
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Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts 23 commencing from under-side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra.
2
459
918.38
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Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples 25 complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixutre. (Cement wil be paid extra) Cement Sand Mortar (1:1) Grout with 20% anti-shrinkage compound w.r.t. cement
1200
390
468816
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Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixutre. (Cement wil be paid extra) Epoxy Grout
600
1217
730722
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Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours.
1500
40
60870
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Earthwork in filling in embankment , guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds, if provided, platforms etc. with earth, suitable for embankment as per RDSO latest Specifications and guidelines GE: G-14 of Soil Quality Class SQ1, excavated from outside railway boundary entirely arranged by the contractor at his own cost including all leads, lifts, ascents, descents, crossing of nallahs 28 or any other obstructions. The item shall include demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re- handling, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as a complete job. The payment shall be made as per finished profile and the rate shall include all costs including taxes, octroi, royalty etc. except for mechanical compaction which shall be paid extra under relevant item. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract.
1070
273
293083.7
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Extra for mechanical compaction of soil in embankment with contractor's rollers of suitable 29 capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P, consumable 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.
1070
17
19131.6
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Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete.
200
310
62006
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Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous 1 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 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
689
2608
1797435.64
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Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal 2 size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer
46
2668
122744.1
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Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete of specified grade (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps 3 haunch filling head walls or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Admixtures in approved proportions (as per IS:9103), to modify workability & other properties without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be made extra.
1076
2918
3139875.6
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Providing and laying in position machine batched, machine mixed and machine vibrated Design 4 Mix Cement Concrete of specified grade (Cast in-Situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Admixtures in approved proportions (as per IS:9103), to modify workability & other properties without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra.
45
2652
119376.9
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Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete of specified grade (Cast in-Situ) using 20mm graded crushed stone aggregate and coarse 5 sand of approved quality for the following Reinforced cement concrete structural elements up to height of 10 m from foundation top level, including finishing, using Admixtures in approved proportions (as per IS:9103), to modify workability & other properties without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement, shuttering shall be paid extra. Abutment & Pier
130
2918
379353
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Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete of specified grade (Cast in-Situ) using 20mm graded crushed stone aggregate and coarse 6 sand of approved quality for the following Reinforced cement concrete structural elements up to height of 10 m from foundation top level, including finishing, using Admixtures in approved proportions (as per IS:9103), to modify workability & other properties without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement, shuttering shall be paid extra. Wing wall and Return wall
1552
2918
4528891.2
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Providing and laying in position machine batched, machine mixed and machine vibrated Design 7 Mix Cement Concrete of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, including centering, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment for cement, reinforcement and shuttering shall be made extra.
1442
2652
3825366.44
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Deduct if 40mm graded stone aggregate is used in place of 20mm graded stone aggregate in any grade of concrete. (deduction to be made for quantity of concrete)
3039
-
-288674.61
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Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous 9 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 : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
141
2527
356343.66
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Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous 10 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
105
2608
273877.8
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Loading of rails of any section and length upto 14 metres in Wagons / Truck / Trailor including lead upto 50 metres and lift upto 5 metres - In Wagon where mechanical handling is possible and traffic block is not required or in Truck/Trailor.
73
110
8102.27
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Unloading of rails of any section and length upto 13 metre, in neat manner for Railway usage from 2 departmental material train (DMT) or contractor's / Railway's Truck/Trailor including lead upto 250 metre, lift upto 5 metre and stacking in prescribed manner - In Wagon where mechanical handling is possible and traffic block is not required or in Truck / Trailor
73
65
4789.53
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Leading all types of P.Way materials by road vehicles to destination excluding loading / unloading, with contractor's vehicle, crew, consumables, labour, tools & plants etc. Lead upto 10 Km
73
102
7480.31
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Leading all types of P.Way materials by road vehicles to destination excluding loading / unloading, with contractor's vehicle, crew, consumables, labour, tools & plants etc. Extra to Items no. 171131 & 171132 for additional lead beyond 100 Km for every 5 Km or part thereof upto 400 Kms
2190
14
31711.2
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Dismantling exiting Rail Height Gauge carefully, as directed by engineer in-charge including removal of cement concrete foundation and making surface clean Running
2
2866
5733.06
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Dismantling existing lifting barrier alongwith winch assembly and other components like boom, 8 fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier without any damage including demolishing concrete base of existing structures and clearing debris in a neat and countable manner and clear of infringements, as directed (barriers on both sides of level crossing constitute one set)
1
15861
15861.25
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Dismantling existing BG wicked gate / swing gate consisting of two leaves with gate posts, meeting post and stopper post etc. without causing any damage to material and stacking the same, as directed by Engineer in-charge
5
1451
7258.3
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Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. 10 RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of <= 85 microns and elongation at failure > 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge. On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively.
348
149
51987.72
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Arranging labour as and when required by the Engineer incharge,for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions 11 and detailed scope of work as furnished in the tender and as directed by the Engineer incharge. Note ; For the paying quantity, a total of 12 hours duty of a man will be counted as one manday and nothing extra shall be payable for night working. However, in a day, total working hours shall not exceed 12 hours. In case, working hours exceed 12 hours, separate manday shall be counted. Note :- Location shall be identified in advance.100% test check in advance to be done by concerned ADEN as a proof of identification and got signed by him.
100
552
55257
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Providing lighting arrangement during night traffic block, to be availed as per instructions of engineer in-charge. Scope of work includes contractor's inflatable emergency tower light two nos. of 400 watt, 13 metal hallide lamp, 2.5 kVA petrol engine of 3 hp each with two plugs for halogen each for provision of light at work site. Maintenance of complete unit shall be with contractor's men, materials, equipments and consumables. {Payment shall be made only for that day on the basis of hours utilised when Railway's site engineer actually puts up his requirement. Also, standby arrangement shall be ensured by contractor for any eventuality of failure} NOTE: In case of tunnels, specific instructions of ADEN to be taken to operate this item in day light working.
36
193
6981.48
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Insertion of temporary / steel girder in place of formation - The work involves : 1. Insertion of C/C 14 crib or wooden crib at both ends as per Railway's design and materials in separate traffic blocks. This includes dismantling of track (if required), removal of ballast, excavation, installation of crib and filling of earth filled in bags, as required; 2. Excavation for insertion of girder, if required, filling back by bags full of earth under traffic block (if required); 3. Placement of girder by contractor's tools & plants and linking of track with the approaches including dumping ballast, boxing and packing approach sleepers, ensuring gauge & cross level to make track fit for 20 kmph, as directed by engineer in-charge. NOTE1.In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately. 2.The cost of wooden sleepers supplied for top and bottom matting and bearing sleepers and hard wooden cut blocks and planks shall be paid separately under relevant items/ RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 100Tons
2
177429
354858.4
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Removal of temporary / steel girder and linking of track - The work involves : 1. Removal of Steel / RH girder (including crib on both ends) and placing it on crib / cess away from Railway track as directed by 15 engineer at site under traffic block; 2. Filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast, so as to open track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. {(1) Work to be done under traffic block, (2) If earth is to be brought by contractor, the same will be paid separately} RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 100Tons
2
117475
234950.14
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Hiring of JCB/Hitachi for levelling and dressing ground/dismantling structures ,Removal of jungle, clearing of earth, lowering high cess etc., along side the track between up and down lines obstructing drainages 16 of rain water, clearing of bushes obstructing visibility at curves and Level Crossings with all lead and lift etc. complete and as directed by the Engineer-in-charge .All labour, tools and plants consumables stores including supply of JCB/Hitachi with crew to be provided by the contractor at his own cost. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site.
50
1284
64221
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Through packing of track, as described in Para-224 of Indian Railways Permanent Way Manual - For Sleeper Density of 1540 Sleepers/Km or more
200
86
17248
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns
1384
284
315385.92
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REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Hard drawn steel wire
3503
85
239885.44
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FINISHING // EXTERIOR FINISHING // Finishing walls with water proofing cement paint of required shade : // New work (Two or more coats applied @ 3.84 kg/10 sqm)
1696
91
123808
... More
FINISHING // Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : // Two or more coats on new work
254
121
24698.96
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ROAD WORK // ROADS // Supplying and stacking at site. // 53 mm to 22.4 mm size stone aggregate
678
1749
949064.4
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ROAD WORK // ROADS // Laying, spreading and compacting stone aggregate of specified sizes to 6 WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
678
767
416156.4
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ROAD WORK // ROADS // Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. // With road roller/ hand roller 16.42 1055.00 cum 6840.85 7217096.75 (-) 20.00 5773677.40 8
400
19
6368
... More
ROAD WORK // MISCELLANEOUS // Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in 10 charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
100
196
15712
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ROAD WORK // MISCELLANEOUS // 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 11 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.
40
607
19433.6
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ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be 12 activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage
4
5284
16910.24
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DRAINAGE // Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality // L D- 2.5 // Rectangular shape 600x450 mm internal dimensions
7
1228
6881.84
... More
Supply and using Cement at Worksite Ordinary Portland Cement 53 grade
1764
6689
11800613.16
... More
Steel reinforcement 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.
162756
69
11300149.08
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Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks etc.for Steel Structures other than bridge girders, using RSJ, 1 tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge.
11
75344
828785.54
... More
Preparation of General Arrangement Drawings (GAD) /completion drawings /Yard plans of any other drawings for buildings/sheds/structures/bridges/ Road over bridges/Road under bridges etc., in Auto CAD with all details provided by Railways as require to suitable scale on film paper inclduing check prints in colour with all contractor's stationery materials, consumables etc., complete as per specifications and as direced by the Engineer-in-charge. Above A2 and upto A1 size (2500cm2-5000cm2) Note : 1. The contractor has to submit check print of each drawing in trplicate and after approval one check print will be returned. Based on the approved check 2 print original drawing on film paper should be submitted. 2. There will not be any extra payment for the duplication of check prints if opted by department until it is finalised/approved by the competent authority. Each original drawing should be submitted along with soft copy in CD. On submission of original drawing payment will be made and no stage payment is admissible. 3. After submission of orginal drawings on film along with CD, if required further corections by Railway is to be done by the contractor at his own cost. 4. The quantities in the sub items are tentative and there may be increase and decrease as per acutal requirement. The variation in quantity is considered as a whole but not on individual sub items. The contractor has no right to any compensation on this account.
1
3345
3345
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Supply & laying of Poly Vinyl Chloride sheet, 400 micron thick at required locations with all contractor's labour, materials, tools and plant, lead, lift, consumables, transportation , machinery etc., complete and as directed by the Engineer-in-charge.
3000
65
195150
... More
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 : 600 mm dia. R.C.C. pipe.(DSR item No.19.6.7)
6
-
20
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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 : 1200 mm dia. R.C.C. pipe.( DSR Item No. 19.6.13)
6
-
20
... More
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar.
15
-
20
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