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Tender Value
₹27.4 Cr
EMD Value
₹54.9 L
Closing Date
11 May 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Deposit Work
WORKS
13 conditions · 2 needing a document upload
1) Documents as per the requirement of financial eligibility criteria (Ref: Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) along with Annexure-VIB at Page 14, 24- 25 & 40 of GCC APRIL 2022) 2) Documents for evaluating the Bid Capacity, for tenders having advertised value more than Rs.10.00 crore (Ref: Clause 10.3 and for tenderer participating as JV firm Clause 17.15.3 of TENDER FORM (Second Sheet) along with Annexure-VI at Page 14, 25 & 35-36 of GCC APRIL 2022 & Appendix-III at Page 149 of Tender Document / Technical Bid Document
Work(s) completion certificate(s) as per the requirement of Technical eligibility criteria (Ref: Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24 of GCC APRIL 2022 & Clause 1(3) of SPECIAL CONDITIONS OF CONTRACT (PART-I) (SCC) at Page 143 of Tender Document / Technical Bid Document
6 conditions · 1 needing a document upload
Refer to the instructions under 'SPECIAL INSTRUCTIONS & GUIDELINES FOR SUBMITTING e-TENDERS' at Page Nos. 3 to 9 of Tender Document / Technical Bid Document.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Balance work of Track work between Vidyavihar and Parel stations in connection with Mumbai CST-Kurla 5th & 6th lines Project.
eDyCECDR-01-2026
eDyCECDR-01-2026
Open
Works - General
24 Months
Mumbai, Maharashtra
₹0
₹54.9 L
11 May 2026
15 Apr 2026
27 Apr 2026
132 items across 4 schedules · ₹22,90,31,846.88 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Mechanical manufacturing and supply of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips including transportation to nominated place and stacking. Note: 1.This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation(s) in designed proportion to meet prescribed Specification. 2. Measurement shall be done as per Stack measurement. | cum | 27500.00 | 1,353.81 | 3,72,29,775 |
| 2 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 7000.00 | 198.4 | 13,88,800 |
| 3 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 1000.00 | 371.89 | 3,71,890 |
| 4 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 1500.00 | 207.6 | 3,11,400 |
| 5 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 40000.00 | 2.84 | 1,13,600 |
| 6 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 5000.00 | 48.89 | 2,44,450 |
| 7 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 40000.00 | 3.31 | 1,32,400 |
| 8 | By using Contractor's Grease Graphite | Each | 8000.00 | 34.48 | 2,75,840 |
| 9 | Hole of dia. 26.5mm and above | Each | 8000.00 | 285.75 | 22,86,000 |
| 10 | Hole of dia. below 26.5mm | Each | 500.00 | 175.85 | 87,925 |
| 11 | Rail section of 90R and below | Each | 2000.00 | 93.44 | 1,86,880 |
| 12 | Rail section of 52Kg and above | Each | 10000.00 | 112.13 | 11,21,300 |
| 13 | Under Conditions not requiring Traffic Block | Set | 15.00 | 6,872.88 | 1,03,093.2 |
| 14 | Under Traffic Block Conditions | Set | 10.00 | 7,560.17 | 75,601.7 |
| 15 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 10.00 | 9,325.62 | 93,256.2 |
| 16 | 1 in 8½ Turnout (Under Traffic Block) | Set | 40.00 | 31,758.36 | 12,70,334.4 |
| 17 | 1 in 12 Turnout (Under Traffic Block) | Set | 10.00 | 36,506.17 | 3,65,061.7 |
| 18 | Diamond Crossing (Under Traffic Block) | Set | 7.00 | 49,193.96 | 3,44,357.72 |
| 19 | 1 in 8½ Turnout (Under conditions not requiring Traffic Block). | Set | 10.00 | 25,272.18 | 2,52,721.8 |
| 20 | 1 in 12 Turnout (Under conditions not requiring Traffic Block). | Set | 16.00 | 27,434.29 | 4,38,948.64 |
| 21 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 5.00 | 5,750.09 | 28,750.45 |
| 22 | Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. | Set | 20.00 | 4,645.62 | 92,912.4 |
| 23 | 1 in 8½ Turnouts | Set | 30.00 | 18,601.67 | 5,58,050.1 |
| 24 | 1 in 12 Turnouts | Set | 40.00 | 21,483.59 | 8,59,343.6 |
| 25 | Derailing Switch | Set | 5.00 | 8,788.3 | 43,941.5 |
| 26 | 1 in 8½ Turnouts | Set | 20.00 | 44,766.64 | 8,95,332.8 |
| 27 | 1 in 12 Turnouts | Set | 40.00 | 52,396.89 | 20,95,875.6 |
| 28 | Derailing Switch | Set | 20.00 | 10,134.12 | 2,02,682.4 |
| 29 | 1 in 8½ Points & Crossing | Set | 25.00 | 13,945.32 | 3,48,633 |
| 30 | 1 in 12 Points & Crossing | Set | 35.00 | 18,971.96 | 6,64,018.6 |
| 31 | For 1 in 8½ Points & Crossing | Set | 30.00 | 8,181.49 | 2,45,444.7 |
| 32 | For 1 in 12 Points & Crossing | Set | 12.00 | 10,332.89 | 1,23,994.68 |
| 33 | For Derailing Switch | Set | 15.00 | 6,030.09 | 90,451.35 |
| 34 | Fabrication, supply and fixing of MS lock pins/bolts for stock and tongue rails made out of MS 40mm dia of length 200mm with head cutting, lathe machining, milling, drilling, welding the rod with MS flat of 6mm thick of suitable size as required at site with MS split pins/bolts and supplying of remaining ancillary materials required at for locking, including all taxes, lead, lift, loading and un loading , tools and plants, transportation, crossing of track whenever necessary etc., complete and as directed by Engineer-in-charge at site. | Set | 20.00 | 546.12 | 10,922.4 |
| 35 | Depth of 250 mm below bottom of sleeper of Plain Track | TRM | 5000.00 | 430.93 | 21,54,650 |
| 36 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in- charge. | TRM | 5000.00 | 185.83 | 9,29,150 |
| 37 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 30000.00 | 27.33 | 8,19,900 |
| 38 | Under Traffic Block Conditions: | cum | 2000.00 | 54.62 | 1,09,240 |
| 39 | For 60Kg 90 UTS Rails | Each | 800.00 | 2,071.34 | 16,57,072 |
| 40 | For 60Kg/60EI- R260 rails | Each | 1200.00 | 2,011.12 | 24,13,344 |
| 41 | For 60 Kg - 90 UTS Rail | Each | 500.00 | 3,189.11 | 15,94,555 |
| 42 | For 60 Kg/60EI - R260 grade Rail | Each | 800.00 | 3,137.95 | 25,10,360 |
| 43 | 60 Kg on Cess | Each | 300.00 | 3,934.73 | 11,80,419 |
| 44 | 60 Kg 'in-situ' under traffic block | Each | 400.00 | 4,807.17 | 19,22,868 |
| 45 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. | TRM | 18000.00 | 182.52 | 32,85,360 |
| 46 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 2000.00 | 125.66 | 2,51,320 |
| 47 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 40000.00 | 38.64 | 15,45,600 |
| 48 | For sleeper density of 1660 sleepers per km | TRM | 30000.00 | 285.17 | 85,55,100 |
| 49 | For sleeper density of 1540 sleepers per km | TRM | 15000.00 | 264.9 | 39,73,500 |
| 50 | Carrying out cut & connection to the existing PSC sleeper track under line block of any rail section and sleeper density to connect the same to newly linked track which is laid by the side, duly carrying out cutting of rails, insertion of additional PSC sleepers, if required, providing fish plated joints including drilling of holes, slewing required length of both tracks to prescribed alignment, adjusting sleeper spacing, providing continuity to track, spreading of ballast to provide cushion, shoulder ballast to the track stretch, giving one round of initial packing to make track fit for 20 kmph speed and boxing of ballast to profile as directed by Engineer in charge. | Each | 22.00 | 66,252.85 | 14,57,562.7 |
| 51 | Maximum Shifting / Slewing up to 1 metre | TRM | 10000.00 | 215.07 | 21,50,700 |
| 52 | Maximum Shifting / Slewing for more than 1 metre & up to 2 metres | TRM | 3000.00 | 258.3 | 7,74,900 |
| 53 | For one shift ( 12 Hrs) | Each | 500.00 | 1,259 | 6,29,500 |
| 54 | For Half Shift (4 hours) | Each | 500.00 | 424.13 | 2,12,065 |
| 55 | Without Rail tensor | TRM | 32000.00 | 34.21 | 10,94,720 |
| 56 | Providing temporary Buffer Rails of fish plated joints of 3 pairs, measuring 6.5m each, duly removing rails of the existing track including cutting & drilling of rails as required for isolating LWR/CWR on all types of track structure. Work will be done under traffic block condition. Note: 1.Each set comprises of 3 pairs of rails 6.5 m long only. 2.Only Rails fish plate and fish bolts will be supplied free by Railway within free lead of 250m. | Set | 10.00 | 8,115.31 | 81,153.1 |
| 57 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 50.00 | 1,880.5 | 94,025 |
| 58 | With Railway's wooden block (by cutting Railway's wooden sleepers into blocks by sawing to size) | Each | 100.00 | 218.69 | 21,869 |
| 59 | With Contractor's hard wood block. | Each | 250.00 | 2,238.05 | 5,59,512.5 |
| 60 | For 60 Kg Rails | RM | 50000.00 | 47.33 | 23,66,500 |
| 61 | 1 in 12 Turnout | Set | 50.00 | 1,193.04 | 59,652 |
| 62 | 1 in 8½ Turnout | Set | 40.00 | 763.26 | 30,530.4 |
| 63 | Derailing Switch | Set | 5.00 | 381.63 | 1,908.15 |
| 64 | Curve Post | Each | 50.00 | 92.15 | 4,607.5 |
| 65 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 50.00 | 54.05 | 2,702.5 |
| 66 | 1 in 8½ Turnout | Each | 25.00 | 55,219.36 | 13,80,484 |
| 67 | 1 in 12 Turnout | Each | 25.00 | 63,537.59 | 15,88,439.75 |
| 68 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM | 8000.00 | 38.43 | 3,07,440 |
| 69 | For day time block working | TRM | 10000.00 | 19.74 | 1,97,400 |
| 70 | For night time block working | TRM | 20000.00 | 22.13 | 4,42,600 |
| 71 | New Line Section, not opened for traffic | TRM | 1000.00 | 10.78 | 10,780 |
| 72 | 1 in 8½ Turnouts | Set | 40.00 | 5,826.29 | 2,33,051.6 |
| 73 | 1 in 12 Turnouts | Set | 50.00 | 6,781.74 | 3,39,087 |
| 74 | Derailing Switch | Set | 4.00 | 2,136.51 | 8,546.04 |
| 75 | Carrying out various miscellaneous works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. | Shift | 100.00 | 1,447.65 | 1,44,765 |
| 76 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 100.00 | 2,381.26 | 2,38,126 |
| 77 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 100.00 | 3,852.52 | 3,85,252 |
| 78 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 100.00 | 3,638.45 | 3,63,845 |
| 79 | 60 Kg - 110/90 UTS - Outside Track | Each | 4000.00 | 216.45 | 8,65,800 |
| 80 | 52 Kg - 90 UTS - Outside Track | Each | 100.00 | 196.26 | 19,626 |
| 81 | 60 Kg - 110/90 UTS - On Running Line | Each | 4000.00 | 277.33 | 11,09,320 |
| 82 | 52 Kg - 90 UTS- On Running Line | Each | 100.00 | 225.68 | 22,568 |
| 83 | 60 Kg - 90 UTS - Outside Track | Each | 200.00 | 272.62 | 54,524 |
| 84 | 60 Kg - 90 UTS- On Running Line | Each | 200.00 | 417.52 | 83,504 |
| 85 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 10000.00 | 117.25 | 11,72,500 |
| 86 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 5000.00 | 117.1 | 5,85,500 |
| 87 | For lead up to 500 metre. | MT | 4000.00 | 399.09 | 15,96,360 |
| 88 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 5000.00 | 183.5 | 9,17,500 |
| 89 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 25000.00 | 89.7 | 22,42,500 |
| 90 | In Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 8000.00 | 116.66 | 9,33,280 |
| 91 | For lead up to 500 metres | MT | 11000.00 | 310.74 | 34,18,140 |
| 92 | For lead beyond 500 metre and up to 1 Km | MT | 5000.00 | 460.7 | 23,03,500 |
| 93 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 100.00 | 47.92 | 4,792 |
| 94 | Lead up to 5 Km | MT | 100.00 | 176.93 | 17,693 |
| 95 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 217.69 | 21,769 |
| 96 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 272.25 | 27,225 |
| 97 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 337.57 | 33,757 |
| 98 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 426.82 | 42,682 |
| 99 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 618.09 | 61,809 |
| 100 | Lead beyond 100 Km and up to 150 Km | MT | 4000.00 | 907.76 | 36,31,040 |
| 101 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 60000.00 | 2.98 | 1,78,800 |
| 102 | Lead up to 5 Km | MT | 100.00 | 57.41 | 5,741 |
| 103 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 98.17 | 9,817 |
| 104 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 152.73 | 15,273 |
| 105 | Lead beyond 20 Km and up to 30 km | MT | 1000.00 | 218.05 | 2,18,050 |
| 106 | Lead beyond 30 Km and up to 50 km | MT | 5000.00 | 307.3 | 15,36,500 |
| 107 | Lead beyond 50 Km and up to 100 Km | MT | 1000.00 | 498.57 | 4,98,570 |
| 108 | Lead beyond 100 Km and up to 150 Km | MT | 15000.00 | 788.23 | 1,18,23,450 |
| 109 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 1500000.00 | 2.98 | 44,70,000 |
| 110 | From DMT - During period of traffic block | MT | 2000.00 | 173.05 | 3,46,100 |
| 111 | From Truck / Trailer | MT | 15000.00 | 86.59 | 12,98,850 |
| 112 | From DMT - During period of traffic block | MT | 2000.00 | 219.92 | 4,39,840 |
| 113 | From Truck / Trailer | MT | 5000.00 | 88.64 | 4,43,200 |
| 114 | For a lead up to 500m | Each | 60000.00 | 72.27 | 43,36,200 |
| 115 | From DMT - During period of traffic block | MT | 1000.00 | 219.92 | 2,19,920 |
| 116 | From Truck / Trailer | MT | 1000.00 | 116.13 | 1,16,130 |
| 117 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 30.00 | 3,930.89 | 1,17,926.7 |
| 118 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 30.00 | 3,821.15 | 1,14,634.5 |
| 119 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 1000.00 | 67.1 | 67,100 |
| 120 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 1000.00 | 270.05 | 2,70,050 |
| 121 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 500.00 | 458.68 | 2,29,340 |
| 122 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 5500.00 | 752.64 | 41,39,520 |
| 123 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 3500.00 | 889.42 | 31,12,970 |
| 124 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 3000.00 | 730.51 | 21,91,530 |
| 125 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each | 25.00 | 15,481.58 | 3,87,039.5 |
| Schedule total | ₹15,67,90,091.88 | ||||
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