Konkan Railway Corporation Limited Tender
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Konkan Railway Corporation Limited - KRCL Tender
Civil And Construction
Ireps
Opening Date22 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 1,89,03,976.48
Costs
EMD
₹ 2,44,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Underpass Having Clear Inner Dimension Of 4.0mx3.75m (barrel Length 9.18m) Including Approach Road At Railway Km 309/0-1 Between Nandgaon (nan) - Kankavali (kkw) Stations Of Krcl In The State Of Maharashtra
Description
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Contact
Tender Id
KR-W-09-2024-14-CORPORATE OFFICE-ENGINEERING/KRCLTender No
KR-W-09-2024-14Tender Authority
Konkan Railway Corporation Limited ViewPurchaser Address
-Website
http://ireps.gov.in
GEM & Bid Advisory Services
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BOQ Items
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011030: Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, 2 mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. 052020 1300.00 cum 1657.79 2155127.00 1.77 2193272.75
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625213.82
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Extra for mechanical compaction of soil in embankment with contractor's rollers of 1 suitable 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.
1500
18
31125.42
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16.3: Supplying and stacking at site. 16 575.00 cum 759.13 436499.75 17.58 513236.41
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-
1082421.61
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16.6: Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.
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-
184250.21
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16.30: Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16 2600.00 Sqm 536.21 1394146.00 17.58 1639236.87
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219253.78
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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 1 and consolidation of the layers by ramming and watering 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 Gauge Conversion, Doubling, New lines. 022011: All kinds of soils
140
175
24957.87
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Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not 2 less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.
45
1657
75920.98
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Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 3 40mm nominal 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. 022050 170.00 cum 2280.11 387618.70 1.77 394479.55
22
2361
52880.85
... More
Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction 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 all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case, deduction shall be made as per relevant item. (M20 grade or as per approved drawing) 022051:Abutment & Pier
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4
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Centering and shuttering including strutting, propping etc. and removal of form for: 5 025031: 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
350
288
102751.57
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Providing Boulder Backing behind wing wall, return wall, retaining wall with hand 6 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.
60
146
8939.48
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Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations.
60
748
45681.7
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Providing weep holes by making suitable opening or drilling in existing Brick Masonry / 8 Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra.
40
331
13489
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052230: Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 9 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).
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226429.42
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Supplying and using Cement at Work site : 025071: Ordinary Portland Cement 43 grade of approved brands/makes
150
6995
1067969.8
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025580: Steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 025082: Thermo- Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.
22000
77
1745253.73
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022010: 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 layers by ramming and watering 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 Gauge Conversion, Doubling, New lines. 022011: All kinds of soils.
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1
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022030: Providing and laying in position Plain cement concrete of specified Nominal 2 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 : 022035: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size)
12
2338
28564.19
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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, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square 3 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 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. Note: The payment shall be made on the theoretical weight of main components and gusset plates only.
1.5
90218
137722.79
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041270: Painting cleaned triangulated bridge girders including all scaffolding, along 4 with provision of Jhoola / hanging scaffolding ladder where required. 041272: With two cover coats of ready-mixed paint conforming to IS:13607 with colour/shades, as decided by Engineer-in charge. Note: DFT of each coat shall be 20-25 microns.
30
109
3356.88
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02030: Centering and shuttering including strutting, propping etc. and removal of form 5 for : 025031: 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.
5
288
1467.88
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Grouting the gaps between RCC box segments and filling of holes provided in box 1 segment for lifting purpose with pressure grouting pump using ant shrinkage admixtures in suitable proportion with cement, including all materials, labours, tools, equipment, machinery etc with all leads and lift and as directed by Engineer-in-charge.
50
678
50880.51
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Transportation of gabions from KRCL store at RN to work site including loading and unloading, stacking at specified locations as per the directions of Engineer-in-Charge with contractor's labours, tools & plants, materials as directed by Engineer-in-charge. a) 4m x 1m x 1m gabions
10
38
989.67
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Assembling and placing of gabions in position with provision of cross bracing by lace wires with contractor's labours, tools & plants, materials as directed by Engineer-in-charge.
10
25
651.1
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Preparing of boulders of size 10cm to 20cm from KRCL cut spoil including 3 transportation to the specified locations and filling in gabions in layers (like concrete) and placing flat surface of boulders to exposed surface (i.e. track side) to get uniform plane surface as directed by Engineer-in-charge with Contractor's labours, tools and plants, materials, scaffolding including all lead and lift etc. complete.
40
301
31356.98
... More
211020: Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed.
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25794.42
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