Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Bridge Construction
Eprocure
Opening Date9 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 16,46,28,919
Costs
EMD
₹ 32,92,580Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of A New Rub (rail Under Bridge) In The Alignment Of Ppl Approach Being Executed In Connection
Description
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Contact
Tender Id
2024_IPRCL_218512_1Tender No
IPRCL/BBS/T/PPA-Rail under Bridge/186Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
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Turfing / planting, including all lead & lift and watering as required until properly rooted with.
Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.: Turfing with sods, 10cm thick and 20cm square closely laid.
7468.46
61
460654.61
... More
Conducting determination of California Bearing Ratio as per IS:2720
40
2108
84333.2
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Total of Sch-A
-
-
32761613.75
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Description of Items
-
-
-
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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 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.
-
-
-
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All kinds of Soil
2260
175
397601.8
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Filling in foundation and plinth with sweet sand including watering and ramming but excluding cost of GST as directed by the Engineer-in-charge (This items also to be used for back fill purpose)
5551.87
613
3406682.95
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Providing and laying Plain Cement Concrete M10 or richer mix with graded stone aggregate of 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.
182.61
3183
581421.11
... 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 in RCC raft foundation & Pile cap 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.
964.6
3422
3301806.51
... More
Boring in all soils except hard rock and big boulder and providing & installing reinforced cement concrete cast-in-situ bored piles in M30/M35 design mix control concrete using well graded stone aggregate of 20 MM including boring in all kinds of soil, boulders and gravels (length of pile for payment shall be measured up to the bottom of pile cap. No payment shall be made for boring and concreting from ground level to bottom of pile cap level.) Boring in hard rock and big boulder larger than 30cm depth shall be paid separately.
-
-
-
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750 mm dia
1800
5133
9239400
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Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.
-
-
-
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Initial load test above 100 ton and up to 250 T capacity pile
1
81367
81367.99
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Providing and casting 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, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or
any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item.
1304.34
3895
5080564.72
... 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.
-
-
-
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Wing wall and Return wall
602.44
3482
2097741.59
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Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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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.
3463.25
603
2089102.87
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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.
853.68
1546
1320421
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Supply and installing Casing pipe of MS sheet for bored piles as directed by the engineer.:For 750 MM dia pile (MS sheet 8mm thick)
432
14023
6057936
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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.
360.16
250
90345.33
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Construction of RCC railing of M45 Grade in-situ with 20 mm nominal size aggregate, true to line and grade. tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications clause No.2703,1500,1600 & 1700 and directions of Engineer-in-charge including all materals, labour and machinery etc (Using Batching plant, Transit Mixer, Concrete pump) including cost of HYSD (Fe550D) reinforcemert.
20
1785
35716.2
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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.
1516.28
119
180497.5
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Total of Sch-B
-
-
33960605.57
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Description of Items
-
-
-
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Supply Tor/TMT steel manufactured by SAIL/TISCON/VIZAG Steel of Fe500 confirming to IS-1786 including cutting, straightening, bending, binding & placing the grills in position for RCC works binding the grills with binding wire of 18 to 20 gauge including supply of steel, labour, materials, transportation charges, T&P, taxes, etc. all complete but excluding GST as per the direction of Engineer-in-charge. (NB: No payment shall be made for extra weight than theoretical co-efficient).
6266.56
7867
49300045.9
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Total of Sch-C
-
-
49300045.9
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Description of Items
-
-
-
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Supply of Ordinary Portland Cement 43 grade approved brands/makes
1651.65
7881
13017284.9
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Total of Sch-D
-
-
13017284.9
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
100
845
84510
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge: With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 .
1573.2
2656
4179882.28
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1425
2802
3993448.5
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Providing and applying primer coat by emulsion pressure distributer with bitumen emulsion on prepared surface of granular Base including brooming of road surface and cleaning the forigh materials by using air compressior before applying and spraying primer at the rate of 0.60 kg/sqm with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (for new road work)
21951
18
409605.66
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Providing and laying 75 mm thickdense graded bituminous macadam with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 40 mm-25 mm @ 22%,25-10 mm @13%,10-5 mm @19%, 4.75 mm @44% and stone dust @2% of total volume of chips adding premixed with bituminous binder of VG-30 bitumen of 4% of total volume, transported to site, laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled by VRR to achieve the desired compaction as per clauses 501.6 and 501.7 with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (For New work)
1865.84
8197
15294715.95
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Providing and applying tack coat by emulsion pressure distributer with bitumen emulsion on prepared surface of bituminous/granular Base including brooming of road surface and cleaning the forigh materials by using air compressior before applying and spraying primer at the rate of 0.20 kg/sqm as per Clause 503 of MoSRT&H Specifications for Road & Bridge works with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (for new road work)
47317
8
414970.09
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Providing and laying 50 mm thickdense semi dense bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 13.2-10mm @ 20%,,10-5 mm @38%, 5 mm @40% and stone dust @2% of total volume of chips adding premixed with bituminous binder of VG-30 bitumen of 4.5% of total volume, transported to site, laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled by VRR to achieve the desired compaction as per clauses 501.6 and 501.7 with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (For New work)
912.84
8822
8053932.55
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge
183.83
8343
1533651.97
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.:Concrete of M25 grade with minimum cement content of 300 kg /cum
68.4
7783
532357.2
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Retro reflectorised Traffic Signs:
Providing and fang of retro- reflectonsed cautionary, mandatory and informatory sign as per IRC :67 made of High Intensity Micro Prsmatic prade sheeting (HIP) (Type-IV) vide clause 801.3. fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle non post 75 mm x 75 mm ? 6 mm and height of 2.1m (from top level of shoulder to bottom edge of sign) firmly fied to the ground by means of property designed foundation with M15 grade cement concrete 45 cm ? 45 cm ? 60 cm 60 cm below ground level including all materials, labour and machinery etc as per approved drawing and technical specification ci. no 801. The work indudes cost of excavation, providing & laying concrete M15 in foundation, backfiling, etc
-
-
-
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60 cm circular mandatory/regulatory signs (No over taking, No parking & No stopping, Speed Limit, Compulsory direction etc)
4
6114
24458
... More
60 cm equalateral traingke Cautionary/warning signs (left/right turn etc)
4
4484
17937.2
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Panting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint of approved brand and manufacture in all shades on new plastered concrete surfaces including al materials, labour and machinery etc and as per technical specificaton dl. no 803 and directions of Engineer-in-charge
380
92
35089.2
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes supply of all materials, T&P, labour, Hire and running charges, of all machineries, safety measures, taxes excluding GST etc., all complete as directed by Engineer-In-Charge.
66.6
428
28506.13
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Total of Sch-E
-
-
34603065
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Description of Items
-
-
-
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9 mtr. Pole (Double arm pole) of Steel tubular poles with all required assessorries as
1) Sole Plate.
2.Earthing 2 G.I wire 20mmX2m
3.Juction box, fuse protection.
4.2 x1c x2.5 sq.mm PVC insulated cu. wire + 1 x 1 sq.mm PVC insulated copper wire .
5) Muffing of 300 mm.
6) Class 'B' G.l.pipe passage of cable up to cable looping box
7) Identification (40 mm size) Plate.
8)10mm M.S.Base plate and 4 no.holding down J bolts etc..
17
26785
-
... More
Supply & Laying of 4C X 16 sqmm ,1.1 KV grade, XLPE insulated, Alrmoured Cable in DWC/HDPE pipe as required.
450
190
30.7
... More
Supply & Laying of HDPE pipe DWC/Split DWC type, of size 63 mm outer dia, Grade PN4, PE80, ISI marked (either single piece of full round or two half round split pieces set).
450
89
23.63
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LED Street light fitting ,pressure di-cast aluminium
housing with suitable cover, suitable to work on
220-240V AC supply with system wattage as
(i) 70-74 W
34
10609
576.84
... More
Total of Sch-F
-
-
-
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