Central Railway Tender
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Central Railway - CR Tender
Civil And Construction
Bridge Construction
Excavation
Ireps
Opening Date31 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 9,17,94,553.5
Technical
Technical
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Available Bid Capacity = [A x N x 2] – 0.33xNxB Where:
A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year N = Number of years prescribed for completion of work for which bids have been invited
B = Existing commitments and balance amount of ongoing works with tenderer. For tenders having an advertised value of more than Rs 20 crore, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Alternatively, the bid capacity required is also determined by the minimum average annual contractual turnover of V/N or 'V' whichever is less, where:
V = Advertised value of the tender in crores of Rupees
N = Number of years prescribed for completion of work for which bids have been invited. The formula for calculating the average annual contractual turnover is:
Average Annual Contractual Turnover = (Total Contractual Payments in previous 3 years) / 3 The tenderer must have a minimum average annual contractual turnover of V/N or 'V' whichever is less.
Technical Capacity
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The required prior work experience for the bidder includes successfully completing or substantially completing any one of the following categories of work(s) during the last 07 years: - Three similar works each costing not less than 30% of the advertised value of the tender, - Two similar works each costing not less than 40% of the advertised value of the tender, - One similar work each costing not less than 60% of the advertised value of the tender. For composite works, the tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during the last 07 years: - Three similar works each costing not less than 30% of the advertised value of each component of the tender, - Two similar works each costing not less than 40% of the advertised value of each component of the tender, - One similar work each costing not less than 60% of the advertised value of each component of the tender. Additionally, for subcontractors, they must have successfully completed at least one work similar to the work proposed for subcontract, costing not less than 35% value of the work to be subletted, in the last 5 years. However, for subletting of work costing up to Rs 50 lakh, no previous work experience of the subcontractor is required. The bidder should also have a Qualified Diploma Holder Engineer as site engineer, with one diploma holder engineer required for each ₹ 10 cr. or part thereof of the cost of work to be executed, and a Qualified Diploma holder engineer with minimum 5 years’ experience or degree holder engineer with minimum 3 years’ experience as Lab in-charge. In terms of specific values and percentages, the bidder should have:
- Three similar works with a cost of at least 30% of the advertised value of the tender
- Two similar works with a cost of at least 40% of the advertised value of the tender
- One similar work with a cost of at least 60% of the advertised value of the tender
- One similar work for subcontract with a cost of at least 35% of the work to be subletted.
Costs
EMD
₹ 6,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
DYCE-C-NGP-01of2025-DYCE-C-NGP-ENGINEERING/CENTRAL RLYTender No
DYCE-C-NGP-01of2025Tender Authority
Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Leading miscellaneous materials such as iron work, rails, pipes, wooden logs, stones 4 over pitching stone size, RCC/PCC beams / slabs etc. and all similar articles (each individual article or bundle being more than 3.5 metres long in the longest direction) by truck, trailor, etc including all loading, unloading and stacking, lead over 500m and upto 10 km. Note : Lead under this item is payable when the same exceeds 500m.
165
139
30000.04
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Additional lead for every subsequent km or part there of, over 10 Km and upto 400 Km over item no. 021170 6
7920
6
70297.03
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Hiring of JCB machine for levelling and dressing ground
40
805
42110.66
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Providing and fixing precast M 15 grade cement concrete in string or lacing courses, 7 coping, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, etc. upto floor two level, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required shuttering, centering complete - excluding the cost of cement. (cast at site)
11
2757
39651.94
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Supplying and applying shuttering oil for mould releasing, having (Flash point 54 degree C and specific gravity 0.88±0.02) for concrete formwork to be applied either by brush or with spray machine to the entire satisfaction of Engineer Incharge
4285
8
46323.18
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Laying 80mm thk oversized stone ballast 75 mm to 100 mm gauge in soling of floors, hand packed including hand packing, filling of voids with sand and watering, ramming and levelling. 10
500
129
84536.62
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Finishing walls with water proofing cement paint of required shed
50
35
2347.73
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete upto 800mm dia. 450 mm dia RCC pipe 142017 10.00 Metre 1260.88 12608.80 30.72 16482.22
10
698
9136.67
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete upto 800mm dia. 600 mm dia RCC pipe
-
-
12
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Demolishing plain cement concrete including disposal of material within 50m lead 1:2:4 or richer mix with max. 20 mm coarse aggregate
15
606
11894.02
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Demolishing plain cement concrete including disposal of material within 50m lead Mix leaner than 1:2:4 with coarse aggregate larger than 20mm
15
374
7339.67
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Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)
10
884
11568.07
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Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out - All kinds of soilsthe 16 excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge All kinds of soils
1000
209
274106.77
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Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out - All kinds of soilsthe 17 excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge Ordinary rock
1500
264
518984.54
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Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out - All kinds of soilsthe 18 excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge Hard rock (blasting prohibited)
250
459
150301.86
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Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumping out water as required.
350
41
19188.39
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Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40 20 mm 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
172
1521
342183.81
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone 21 aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
240
1640
514548.43
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Providing and laying in position machine mixed, machine vibrated and machine 22 batched Design Mix Cement Concrete M25 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Abutment, pier, wing walls and return walls of Mass cement concrete above RCC raft Including finishing complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra. 192062 240.00 cum 2302.57 552616.80 30.72 722380.68
2560
1640
5488516.59
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 10 M from foundation top level, including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra Wing Wall return wall
-
-
23
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete 24 structural elements up to height of 10 M from foundation top level, including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra Abutment cap, pier cap, inspection P/F
55
2407
173070.21
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete 25 structural elements up to height of 10 M from foundation top level, including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra Approach slab at formation level, Dirt wall/ballast wall at formation level.
23
2511
75521.78
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M30/M35 grade (Cast - in Situ) In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20 mm graded crushed 26 stone aggregate and coarse sand of approved quality of cast-in-situ RCC box of size upto 5 M (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS 9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
162
1640
347320.19
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M25 grade (Cast - in Situ) using 20 mm graded crushed 27 stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, Including the cost of centring, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment for cement & reinforcement shall be paid extra
50
1640
107197.59
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Providing and applying two coats of coal tar or bitumen confirming to IS 3117 - 1965 on the top and sides of RCC box/slabs @ 1.70 Kgs / Sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer
360
108
51016.88
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Centring and shuttering including strutting, propping etc. and removal of form for : RCC raft foundation & pile cap
600
114
90118.37
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Centring and shuttering including strutting, propping etc. and removal of form for : Abutment, pier, wing walls and return walls
3542
229
1062608.5
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Centring and shuttering including strutting, propping etc. and removal of form for : Abutment cap , pier cap , inspection P/F
143
273
51106.55
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Providing and laying of filter media consisting of granular materials of GW, GP, SW, 32 groups as per IS 1498-1970 in required profile behind boulder filling of abutments, wings walls, retain wall etc. above bed level with all labour and materials complete job as per drawing and technical specifications of RDSO guidelines
2150
1503
4226793.29
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Painting the HFL and Danger level marks, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two course over the one coat of primer with all material, labour, tools, scaffolding, all lead and lift etc. including writing complete
4
470
615.12
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Providing cast In sItu bridge number plagues as per railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in bridge parapet 34 coping duly engraving the letter and figures and arrows indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two cores of black enamel paint on two coats of white background with all labour, tools, cement,paint, etc. with all leads and lifts.
5
444
2902.18
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Providing cast in situ plaques for bridge foundations details of size 45x45x5 cm in 35 cement concrete 1:2:4 mix using 20mm hard stoneaggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smoth 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.
5
777
5082.13
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Providing Boulder backing behind wing wall, return wall, retaining wall with hand 36 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.
800
197
206631.72
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Dewatering of natural or accumulated water from any location . Payment to be done for horse power of pump multiplied by pumping hours. 38
100
17
2231.39
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Stone Boulder Weighing minimum 35 Kg Each 39
800
701
733600.64
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UPVC pipe 110mm dia
1055
185
255780.94
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Supply and using cement at work site OPC 53 grade
1449
6095
11512945.46
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Supplying Reinforcement for RCC work including straightening ,cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars
98810
69
8623549.47
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Lumpsum
-
-
931020
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Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside 1 railway boundary entirely arranged by the contractor at his own cost as per specifications and specialcondition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions, mechanical compaction of earth filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. cost of water, T&P consumable material and all labour as a complete job. The work is to be executed as per Latest RDSO guide lines. The rates shall include spreading in layers not exceeding in specified thickness in loose conditions by paver, leveling by grader, compacting by vibro roller of required capacity upto desired degree of compaction (not less than 98% of MDD as obtained from heavy compaction modified proctor test in accordance with IS 2720(Pt.VIII) 1983 and IS 10379 of 1982), all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway go down unless specified otherwise in the Special conditions of contract. Notes :- 1) The work within 3.5m from existing track centre shall be done only in traffic block, during day /night .2) Rates cover all costs of site clearances including removing all vegitations , shrubs , roots etc up to 300mm girth.3) Rate is including lightening arrangement required during night working.
65000
565
36756850
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Providing of blanketing over finished formation as per RDSO's latest specification and procedures by supplying materials of approved quality, belnding / mixing, spreading in layers not exceeding in specified thickness in loose conditions by paver, leveling by grader, compacting by vibro roller of required capacity upto desired degree of compaction (not less than 98% of MDD in case single blanket layer, 100% of MDD in case of Two layer system), finishing of correct profile with all lead & lift complete in all respect up to the satisfaction of Railway site engineer. Rate also includes 2 watering wherever requiring, all tools, plants machinery testing reqipment and charges, labours all taxes, Royaltes, Octroi etc as may be required. The work shall be carried out as per Latest RDSO Guidelines & specification . Note :- 1) As no single naturally available material is generally suitable for blanketing ,blending of different type of mechanically produced crushed material are required. Blending of material shall be done with either. (a) Drum type blenders or by (b) Pug mill type blenders as specified in IRS-GE-2. 2) The work within 3.5m from existing track centre shall be done only in traffic block, during day/night only. 3) The rate is inclusive of lightening arrangement arrangement required during night working.
8400
944
7933464
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Precast Reinforced cement concrete of design mix M25 for ballast retainer ,slab with 20 mm graded machine crushed stone aggregate including fabricating required moulds of approved quality and material, staging, , scaffolding, cover blocks including weigh-batching, mechanical mixing, placing, compaction, finishing the surface and curing of concrete, preparation of construction joint etc. with all contractor's tools, plants, labours and materials (except reinforement steel) of approved 1 quality including all taxes, royalty, etc. complete as per specifications & direction of Engineer-in- charge. Rate of this item is inclusive of . 1. all labours , tools and plants required for the work. 2. Cost of applying a bitumen layer of at least 2mm thickness or equivalent insulating layer over the deck slab. 3. Cost of provding PVC pipe as per drawing for drainage. 4. Launching of ballast retainer /slab substructure with contractor's crane equipment etc. with all lead & lift. 5. Reinforcement steel will be paid under seperate relevant item. 6. Cost of cement for M-25 grade concrete is included in the rate.6. If higher grade cement is used ,the difference of cement cost will be paid under revelent item of Supply of cement.
87
9217
801958.17
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Extra over and above MS 194010 for manufacturing precast segments of size 4.0 x 3.1 m including specified shuttering, making requisite leveled firm be handling & shifting of precast units 2 in proper orientation with contractors men & material as per direction of engineer - in - charge. Concreting of specified grade for casting of RCC segmental boxes will be paid through USSOR - 194010. Reinforcement, cement & anticorrosive treatment will be paid through relevant USSOR item in the schedule.
162
3294
533647.44
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Placement of precast RCC segmental box with the help of road crane at desired location, carefully by Cut & Cover method during traffic and power block (if required) including excavating/dismantling existing bank and masonry structure if any,removing excavated & dismantled materials, preparing/leveling of surface by suitable sub grade layer as directed by Engineer, including 3 filling material approved by engineer. The rate includes inserting 32mm dia steel rods 1200mm long in preof joints bvetween precast segment by poly urethane based grout or any other suitable provided holes in precast segments, back filling around precast box with excavated materials complete in all respect with all contractor's labour, tools and material crane necessary slings etc. as directed by railway engineer. The levelling of surface material like sand etc. (other than railway excavated material) bround from outside Railway land if so ordered by Engineer will be paid through suitabale USSOR item on volume basis. (i) Individual segments weighing up to 20 tonne. (ii) Individual segments weighing in excess of 20 tonne. Note . Cement & reinforcement steel as per design to be paid respective USSOR items. 2. Rock requiring b lasting if met will be paid under relevant USSOR item duly deducting cost of earth work in exscavation under USSOR item No.01 1 01 1(Quantity of rock to ber as certained and kept in Tender Schedule.) 3. Unit of item is given as per Mt and will be arrived @ 2500kg/m3 of concrete. Rate also include:- (a) Protecting the side slope of track during box placing with earth filled gunny bags or any other method approved by Engineer in charge and removing the same after work. (b) Making casting bed of required size and thickness as approved by Railway Engineer. (c) Closing and pu\lugging the gap between two units of box with suitablde method to make the joints watertight by polys\rethane based grout or similar materials.
410
4522
1854077.4
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Launching & placing of PSC slabs/Ballast retainers with the help of road crane on 4 substructure of the bridge carefully with all contractor's labour , tools & materials , cranes, necessary slings etc complete. The rate includes shifting , lowering & placing in position with all lead & lift, temperory arrangements, scaffolding etc complete as per specifications & direction of Engineer -in - charge.
222
2064
458243.52
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Providing and laying pitching with precast M-20 grade concrete of 200mm thk of size 5 as decided by Engineer Incharge with graded stone aggregates 20mm nominal size, laid over [lane/slope prepared filtermedia surface including dressing, hoisting & setting in position, rate is inclusive of cost of mould, cement, equipment, curring, machinery transportation at site etc. complete as per railways specifications and as directed by Engineer Incharge.
180
1726
310788
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Preparing and submitting to Railways, I sets of completion drawings (all detailed 6 drawings) after completion of work, on polyester based tracing films (min.75 microns thick, one side mat of superior quality) in black indelible ink duly incorporating all additions and alterations in red ink, along with a copy of the same on a CD, 6 blue prints and 1 copy on RTF.
5
1933
9666.05
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