West Central Railway Tender
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West Central Railway - WCR Tender
Civil And Construction
Excavation
Ireps
Opening Date10 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 1,29,72,42,584.35
Costs
EMD
₹ 66,36,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Important Bridge Over River Ken, Construction Of Major Bridges & Construction Of Minor Bridges Including Earthwork In Filling, Blanketing & Associated Ancillary & Protection Works In Approaches Of Bridges Between Km 125.00 - 126.750 In Block Section Of Surajpura - Sabdua Of Panna - Khajuraho New Bg Rail Line Project.
Description
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Contact
Tender Id
DY-CE-C-KURJ-09-2024-DY.CE-C-KURJ-ENGINEERING/WEST CENTRAL RLYTender No
DY-CE-C-KURJ-09-2024Tender Authority
West Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. Girth over 30 cm and up to 60 cm
30
372
8487.91
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Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the 5 rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. Girth over 60 cm and up to 1.5m
20
1031
15644.52
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Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the 6 rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. Girth over 1.5m up to 3 m
10
2055
11971.39
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Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the 7 rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. Girth over 3 m
5
3446
10035.89
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Mechanical manufacturing 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 including all incidental transportation, laying 1 over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 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 of designed proportion.
4650
1866
3971702.76
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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. All kinds of soils
28650
212
5617726.98
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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. Soft rock (not requiring blasting)
4480
451
1819553.98
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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 3 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. Hard rock (requiring blasting)
31940
846
19215138.05
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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 4 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. Hard rock (blasting prohibited )
300
1262
270525.36
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Providing and laying in position Plain cement concrete of specified Nominal Mix for 1 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
630
3518
1073941.88
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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, 2 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.
7770
3480
21803835.73
... 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 3 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. Abutment & Pier
7900
3550
24387119.52
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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 4 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. Wing wall and Return wall
11660
3550
35994153.63
... 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 5 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. Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.
850
3585
2815417.1
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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 6 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. Approach slab at formation level, Dirt wall/ ballast wall at formation level
245
3515
755704.58
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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 7 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. Extra for every increase of 1m or part thereof in the height above 9.0 m
6200
69
514581.46
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Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 8 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.
1355
3575
3001758.07
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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.
5200
319
1285559.43
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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 10 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.
1330
3828
4123227.78
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Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC 11 from approved plants, 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, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in- Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra.
125
3480
332930.87
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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.
2000
194
387751.5
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Centering and shuttering including strutting, propping etc. and removal of form for : All 1 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
37620
749
26169309.72
... More
Centering and shuttering including strutting, propping etc. and removal of form for : All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.
225
969
179585.61
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Centering and shuttering including strutting, propping etc. and removal of form for : Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof.
7760
118
868819.94
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Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with 1 tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. 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. 1200mm diameter
250
9604
2565868.89
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Providing, fabricating and installing permanent casing pipe for bored piles for all 2 diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only.
30
135950
4078517.7
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Conducting load test of a single pile up to specified capacity in accordance with IS:2911 3 (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. Initial load test above 100 ton and up to 250 T capacity pile
1
-
96628.71
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Conducting load test of a single pile up to specified capacity in accordance with IS:2911 4 (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. Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton
6
5496
53354.49
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Conducting load test of a single pile up to specified capacity in accordance with IS:2911 5 (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. Routine Load Test above 100 ton capacity up to 250 ton capacity pile
1
48396
48396.63
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Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part- 6 IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. Piles with lateral load capacity of up to 50 ton
1
22408
23412.77
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Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and 7 machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge.
16
3054
55396.59
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Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, 8 deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. For Span design load up to 100 MT
2
87720
178932.36
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Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, 9 deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT
700
325
488575.06
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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.
18480
187
8324291.42
... More
Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer 2 (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. On new girder during fabrication
18280
839
17320362.74
... More
Providing and fixing railing used in rows for footpath or anti-crash barrier railing with B class G.I. pipe 65/50 mm nominal dia including cost of M.S. angle and channels in vertical posts, 3 welding / bolting, priming painting with one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 25-30Microns, followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns with all material, labour, T&P as a complete job. Note: Cost of painting shall be paid extra under relevant item.
58610
133
8357401.99
... More
Providing and fixing various size HTS holding down bolts conforming to relevant 4 Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job. With Cement Grout. Cost of cement shall be paid extra.
3200
145
515799.29
... More
Providing and fixing various size HTS holding down bolts conforming to relevant 5 Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job. With epoxy concrete grouting.
200
154
30820
... More
Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges 6 etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item.
157
118205
19911206.39
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Supplying, fitting and fixing in position true to line and level cast steel rocker/roller 7 bearing of different load bearing capacity conforming to IS :7666, IS:9565, IS:1030, IS:919, IS:3073 and IRS Bridge Code including all accessories as per drawing and Technical Specifications with all material, labour, T&P as a complete job. The payment shall be made for the load bearing capacity in Metric Tonne as per approved drawing.
13200
630
11637031.72
... More
Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to IRS-B1-2001 and other relevant codes and 1 specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% Plate Girder/Semi Through Girder/Composite Girder (Steel Work)
26.4
149423
3932950.01
... More
Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to IRS-B1-2001 and other relevant codes and 2 specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% Open web Girder
2100
174454
408596218.89
... More
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 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. Note: The payment shall be made on the theoretical weight of main components and gusset plates only.
30
128651
2756883.07
... More
Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. 1 boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 0m to 10m
40
1271
48838.44
... More
Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. 2 boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 10m to 20m
10
1221
13024.06
... More
Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30cm), 3 including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. 0m to 10m
90
1525
131863.96
... More
Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30cm), 4 including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. 10m to 20m
40
1465
62515.14
... More
Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes. 0m to 10m
100
3148
461427.28
... More
Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes. 10m to 20m
50
3287
258892.1
... More
Providing and constructing Temporary Earthen Island / coffer dam for construction of 7 well foundations of dia. up to 10m (longest dimension) , including bailing and pumping out of water, provision of sand bags, wooden ballies, sheet piling, earth, sand or any other suitable material, as required with all labour and material complete job. Providing and constructing 10m wide service road to reach island location from one pier location to another pier location.
650
6252
4929424.52
... More
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, 1 divided into 10 parts 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 occurrence 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.
106
630
68922.88
... More
Providing and fixing in position GI Drainage Spouts of required length with Grating in 2 RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge. 50mm dia. Drainage Spouts
7.2
843
6226.64
... More
Supply & applying two coats of bitumen emulsion of Grade RS-1, conforming to IS:8887 on the top surface of concrete deck slab (New bridges) @ 1.70 kg/sqm after cleaning surface with all materials, labour, tools and plants, equipment etc. complete.
145
138
15806.96
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.
2500
2006
2547118.21
... More
Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations.
4220
1226
4602775.99
... More
Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each 6 with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).
5260
1881
12388476.95
... More
Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification.
1925
3122
5940154.77
... More
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. Note: Filter media to be paid under relevant item.
1270
500
274033.99
... More
Supply and laying of quarry dust including consolidation, supply of all materials, labour, 9 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.
405
1033
282357.27
... More
Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete.
23.2
449
4307.92
... More
Providing and laying of filter media consisting of granular materials of GW, GP, SW 11 groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.
11240
2605
31651884.02
... More
Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete.
24
310
6657.73
... More
Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet 13 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.
4
1111
3786.39
... More
Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in 14 cement 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.
6
1492
7298.65
... More
Supplying, spreading and filling coarse sand (no cohesive materials to be used) of 15 approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.
510
3558
852308.78
... More
Providing Boulder Backing behind wing wall, return wall, retaining wall with hand 16 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.
4220
407
2162326.13
... More
Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit. Plate size 45cm x 45cm
10
27985
404532.43
... More
Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, 2 including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.
25
151
7914.04
... More
Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge
10
769
9673.3
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Moisture Content/Dry Density
10
334
4110.42
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Atterberg Limits
10
802
13064.12
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Specific Gravity
10
564
6657.88
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Grain size analysis including Hydrometer analysis
5
706
6532.36
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Direct Shear Test
5
2258
16807.31
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Natural Density
5
735
3894.22
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Consolidation Test
5
3077
37434.87
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Unconfined Compression Test
5
2431
12939.16
... More
Conducting laboratory Tests on collected soil samples as per relevant IS code Tri-axial Test
5
3300
19345.34
... More
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Density Test
5
1159
4648.08
... More
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Water Absorption & Porosity
15
726
14320.4
... More
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Hardness
5
544
2951.95
... More
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Unconfined Compression Test
15
2163
46655.88
... More
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Point Load Test
15
970
58035.58
... More
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code Modulus of Elasticity
5
5329
45096.75
... More
Supply and using Cement at Worksite Ordinary Portland Cement 43 grade approved brands/makes
11450
8178
90791129.58
... More
Supply and using Cement at Worksite Pozzolana Portland Cement approved brands/makes
2300
8117
15979414.2
... More
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.
4105000
118
335755782.34
... More
EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 1 excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil
300
205
53640.94
... More
EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 2 excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // Ordinary rock
90
412
32345.13
... More
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 3 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources)
200
6670
1161023.72
... More
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
200
307
53601.78
... More
REINFORCED CEMENT CONCRETE // CAST IN SITU // Providing and laying in position 5 specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : // 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
50
8364
363968.16
... More
Providing and conducting Ev2 test (deformation modulus in 2nd cylce of loading of plate load test) on top of railway formation in accordance to DIN- 18134 April 2012 (as laid down in 1 "Comprehensive guideline and specifications for Railway formation "(Specification No. RDSO/2020/GE: 0004 of September 2020 including ACS No. 01 dated 16.12.21 and latest specification) and submitting report containing measured value in 1st stage and 2nd stage loading, settlement curve and evalution of Ev2. Testing charges will include all tools/plant, machinery, labours, loading system, force measuring apparatus, settlement measuring devices etc. complete in all respects including all taxes.
4
9539
30659.41
... More
Submission of completion drawings of major bridge/ ROB/RUBs as per Railway's 2 practice on Auto CAD with CD complete in all respect in four copies along with original tracing film (if not submitted Rs 20000/- for each completion plan will be deducted from final bill).Note: Soft copy (.dwg file) shall also be handed over along with the hard copy.
4
13254
56048.52
... More
Design, manufacturing, supplying and fixing in position Elastomeric Bearing true to line and level conforming to IS:3400,IS:226, BS 5400 and any other relevant specification for bearings for Steel Girders/ pre stressed girder as per approved drawing. The rate shall include cost of destructive load test of one no. bearing for each type from Railway approved firms and all fixing Materials, equipment's, machinery, labour, taxes, loading, unloading, leading, lifting etc. complete. Rate includes 3 the cost of proof check from IIT/NIT and getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organisation. The rate is for finished item including cost of top and bottom steel plates, CSK bolts and anchor bolts with all accessoriesas a complete job and paid only after fixing in position below the girder. The bearings shall be designed to suit the requirements of 25Tonne Axle loading, specific span/girder arrangement as per approved GAD, gradient (if any), 160 Kmph speed, RSI analysis and curve if any.(A)For 12.20 m span composite girder
8
55412
443297.68
... More
Design, manufacturing, supplying and fixing in position Metallic Guide Bearing true to line and level conforming toIS:3400, IS:226, BS 5400 and any other relevant specification for bearing for Steel Girders/pre stressed girder as per approved drawing.The rate shall include cost of destructive load test of one no. bearing for each type from Railway approved firms and all fixing materials, 4 equipment's, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rate includes the cost of proof check from IIT/NIT and getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization. The rate is for finished item including cost of steel plates, CSK bolts and anchor bolts with all accessories as a complete job and paid only after fixing in position below the girder. The bearings shall be designed to suit the requirements of 25 Tonne Axle loading, specific span/girder arrangement as per approved GAD, gradient if any, 160 Kmph speed, RSI analysis and curve if any.(A)For12.20 m span composite girder.
4
63392
253568.84
... More
Hiring and operating Multi-Utility vehicle of loading capacity one MT with sitting capacity of 4/6 persons, 4 strokes,4 cylinders engine, factory-built metal body, cargo box type or passenger cabin type or both (with 24 hours availability), including cost of fuel, lubricants, major/minor 5 repairs, salary of driver, toll tax, all other tax complete, operation and maintenance including running upto 1200 km in a month. The vehicle shall run on pucca, kutcha road and along the track. The contractor shall arrange road permit for vehicles for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. NOTE: This item to be executed through Special tender.
24
-
58.75
... More
Videography by using Unmanned Aerial Vehicle(Drone) with Hybrid technology of railway corridor along the alignment in different stretches.
16
5700
68682.72
... More
Laying of non-woven geotextile made from poly propylene multi filament yarn as per ASTM standards as per special condition attached., having minimum mass of 300 GSM and ultimate tensile strength of 20KN/M with puncture resistance of 350and apparent opening size of150microns and laying at interface of subgrade top of formation including over tapping of 30cm of about 50mtr 7 longitudinal distance or as per site requirement, transportation contractors labours, lead and lift, cutting of rolls into required length for enabling to laying including crossing of track as per direction of engineer in-charge at site. This item includes manufacturing, testing and supplying non-woven geo textile, complete. The rate is inclusive of all labour, materials, leads, lifts crossing of tracks, transport, including all labour, fuel, tools and plants etc., complete. No payment for wastages will be made, and rate may be quoted accordingly.
1200
94
114696.88
... More
Providing & laying a layer of three dimensional cellular confinement system GEOCELL made of ultrasonically-welded HDPE strips, which acts as a subgrade/sub base improving 8 reinforcement mat weld distance of each cell=356 mm, depth of cell = 150mm) between formation and track structure in bridge approaches as per specifications & conditions attached as per IS- 17483.The rate is inclusive of all labour, materials, leads ,lifts crossing of tracks, transport, including all labour, fuel, tools and plants etc., complete. No payment for wastages will be made, and rate may be quoted accordingly.
2400
503
1055763.07
... More
Erection of slip form unit Extra for use of slip forms for pier/ abutment shafts/wall including procuring all equipment's, cranes, jacks erection and operation of slip forms to for casting of pier/abutment wall as per railway's stipulated time for each activity. NOTE : (1) The rate is inclusive of 9 any modification required in mix design of concrete for pier shaft. (2) The rate should inclusive of arranging minimum four sets of shuttering and three sets of hydraulic equipment's. (3) The very purpose of using slip forms is to complete the entire work of pier in stipulated programmer. Hence only 70% of the rate shall be paid during the progress of the work. the balance part shall only be payable after completion of pier cap of each pier.
16
69208
1104559.68
... More
Operation of slip form unit Extra for use of slip forms for pier/abutment shafts/wall 10 including procuring all equipment's, cranes, jacks erection and operation of slip forms to for casting of pier/ abutment wall as per railway's stipulated time for each activity. NOTE : (1) The rate is inclusive of any modification required in mix design of concrete for pier shaft. (2) The rate should inclusive of arranging minimum four sets of shuttering and three sets of hydraulic equipment's. (3) The very purpose of using slip forms is to complete the entire work of pier in stipulated programmer. Hence only 70% of the rate shall be paid during the progress of the work. the balance part sha
6260
1038
6481635.3
... More
Dismantling of slip form unit Extra for use of slip forms for pier/abutment shafts/wall including procuring all equipment's, cranes, jacks erection and operation of slip forms to for casting of pier/ abutment wall as per railway's stipulated time for each activity. NOTE : (1) The rate is inclusive of 11 any modification required in mix design of concrete for pier shaft. (2) The rate should inclusive of arranging minimum four sets of shuttering and three sets of hydraulic equipment's. (3) The very purpose of using slip forms is to complete the entire work of pier in stipulated programmer. Hence only 70% of the rate shall be paid during the progress of the work. the balance part shall only be payable after completion of pier cap of each pier.
16
69208
1104559.68
... More
Providing coffer dam with Contractor's bags filled with impervious material to approved specification including dewatering with manual or mechanical measure with crew, fuel etc. complete 13
49840
647
32165863.8
... More
Dismantling coffer dam consisting of bags filled with impervious material.
49840
84
4188522.45
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