Eastern Railway Tender
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Eastern Railway - ER Tender
Civil And Construction
Ireps
Opening Date7 Jun 2024
Closing Date1 Jul 2024
Tender Amount₹ 20,67,31,432.93
Costs
EMD
₹ 11,83,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Limited Height Subway In Lieu Of Level Crossing No.8/c/e At Km. 16/1-2, 13/c/e At Km. 21/8-9, 14/c/e At Km. 23/7-8 In Bwn-bgna Section Under Aen/bwn & 14/c/e At Km. 37/1-2 In Amp-kwae Section Under Aen/kwae In Hwh Division.
Description
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Contact
Tender Id
27_2024-25-HOWRAH DIVISION-ENGG/EASTERN RLYTender No
27_2024-25Tender Authority
Eastern Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
Earthwork for making of cess upto 2m from the end of sleeper etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, collection of earth from suitable place outside Rly. land or as per the direction of site-in-charge.
21148
148
3135402.48
Casting of precast RCC Boxes in suitable number of segments of Grade M-35. The rate includes 5 design of concrete mix, manufacture of concrete by concrete batching plant, cost of form works including erection & deshuttering, placement of concrete by using concrete pump, compaction, curing the concrete upto specified period complete in all respects, including lead, lift, crossing road/track etc. The rate also includes cost of all ingredients of RCC including cement, labour, tools & plants etc. Steel reinforcement supply will be paid separately.
689
12738
8777122.77
RCC M-25 grade as per Rlys. Approved drawing & specification in flooring, wing wall, retaining wall 6 curtain wall and drop wall. The rate includes designing of concrete mix, manufacture of concrete by concrete batching plant, cost of form work including erection & de-shuttering, batching plant, placement of concrete by concrete pump, compaction including cutting, bending & binding of reinforcements with binding wires & placing in proper position, curing of concrete upto specified period complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement admixture, labour, tools, plants etc. Steel reinforcement supply will be paid separately.
3187
10035
31984381.43
C C M-20 grade as per Rlys approved drawing & specification in bridge foundation & wearing 7 course. The rate includes designing of concrete mix, manufacture of concrete, cost of form work including erection & de-shuttering, placement of concrete, compaction, curing complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement, admixture, labour, tools, plants etc.
424
7750
3286411.28
Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty cement bag/gunny bag and 8 stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.
319
1573
501790.19
Filling of ballast, sand, stone dust into cement bag and placing spreading the same as per direction of site in charge. The rate includes all lead, lift, descend, ascend etc complete in all respect.
84586
20
1701870.32
Construction of water tight joint between box joints by concreting with M 35 rgade & grouting with 10 non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.
424
4212
1786189.04
Cement concrete for CC M-25 grade cast IN SITU as per IS : 456-2000 using cement, coarse sand, stone ships of 20mm dia size as per IS -383 comlpete.
634
14529
9211905.88
Driving S. H. rails 90R/52 kg or any section of rail below ground level across to Railway track during 12 Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey, cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.
1480
702
1039389.2
Extra over earthwork in cutting in foundation, side drain, cross drainetc over, Non Sch Item no 1 of Schedule A during block period
4230
1360
5754407.4
EX/C ST/VAT @ 3%
-
-
-3292969.64
GST @ 18%
-
-
19757817.83
Supplying, driving and erecting in all types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.
424
199
84672.8
Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.
424
126
53750.48
Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours.
846
44
38044.62
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.
2118
1278
2707291.14
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.
640705.54
98
62833992.31
Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, 1 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.
170
219
37241.9
Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head 2 hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - Outside Track
42
170
7174.44
Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head 3 hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - On Running Line
42
222
9340.8
Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head 4 hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS - Outside Track
42
154
6488.58
Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head 5 hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS- On Running Line
42
182
7672.98
Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with 7 appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. On Running Line
42
75
3191.58
Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails 8 to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. For sleeper density of 1660 sleepers per km
170
329
56020.1
Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails 9 to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. For sleeper density of 1540 sleepers per km
170
306
52030.2
First or Second Through Packing of track of all sleeper density including giving a general lift, as 10 desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660
170
163
27829
First or Second Through Packing of track of all sleeper density including giving a general lift, as 11 desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540
170
148
25299.4
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 / 12 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.
170
212
36164.1
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km
85
55
4752.35
Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using 14 suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment.
424
297
126254.48
STEEL WORK // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
25378
93
2361422.9
STEEL WORK // 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.
33834
111
3787716.3
ROOFING // 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 3 conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm)
846
450
381207.6
ROOFING // 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 & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 4 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. // 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified
3383
1179
3989402.75
MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)
42
6658
279646.5
FINISHING // CEMENT PLASTER (IN COARSE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 coarse sand)
424
294
124804.4
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