Eastern Coalfields Limited Tender
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Eastern Coalfields Limited - ECL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2025
Closing Soon1 Feb 2025
Tender Amount₹ 5,33,32,724
Technical
Technical
Financial
Class Of Bidder
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Class-I and Class-II local suppliers are eligible to bid.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar works with specific values and percentages. The bidder should have experience of completing a single work of similar nature costing not less than 80% of the estimated cost put to tender, or two works of similar nature, each costing not less than 50% of the estimated cost put to tender, or three works of similar nature, each costing not less than 40% of the estimated cost put to tender. Given the estimated cost put to tender is ₹2.0 Crores, the values are: - 80% of ₹2.0 Crores = ₹1.6 Crores for a single work
- 50% of ₹2.0 Crores = ₹1.0 Crores for each of two works
- 40% of ₹2.0 Crores = ₹0.8 Crores for each of three works. The experience can be in the form of:
- Three similar completed works each costing not less than 40% of the estimated cost put to tender, - Two similar completed works each costing not less than 50% of the estimated cost put to tender, - One similar completed work costing not less than 80% of the estimated cost put to tender. The cost of previous completed works shall be given a simple weightage of 7% per year to bring them at the current price level. The bidder must have prior work experience of having successfully completed similar work during the last 7 years.
Costs
EMD
₹ 6,66,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ECL_325458_1Tender No
ECL/HQ/GM(C)/e-Tender/24-25/30 dated 10.01.2025Tender Authority
Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.easterncoal.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Bituminous Macadam Grading-II: Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Grading II (19 mm nominal size)
2746.18
5566
15286748.28
... More
Tack Coat on Bituminous surfaces: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
61511
8
501314.65
... More
Close Graded Premix Surfacing/Mixed Seal Surfacing: Providing, laying and rolling of open-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using viscosity grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a Smooth wheeled roller, finishing to required level and grade. Bitumen @ 19 kg per 10 sqm
16905.5
50
853727.75
... More
Seal Coat: Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Case - II : Type B
16905.5
38
647480.65
... More
Mastic Asphalt: Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.
33380
610
20366807
... More
Dismantling of Cement Concrete Pavement: Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
77.3
441
34089.3
... More
Excavation in Ordinary Rock with Dozer with lead upto 1000 metres: Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.
502.75
387
194564.25
... More
Granular Sub-Base with Graded Material (Table:- 400-1): Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401: Plant Mix Method: For Grading-I Material
203.75
2255
459456.25
... More
Dry Lean Cement Concrete Sub- base: Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
122.25
3412
417227.03
... More
Cement Concrete Pavement: Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
523.4
7777
4070481.8
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work: Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control: Upto 10 cm in width
1574
154
243891.3
... More
Road Markers/Road Stud with Lense Reflector: Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
900
413
371970
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Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2
762.67
87
66352.29
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Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
Upto and including 12mm dia.
3950
100
395790
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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
1353.5
337
456467.88
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
3013.1
95
288504.33
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
400
68
27300
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
25.2
188
4756.5
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
17.64
121
2135.32
... More
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
1.26
1061
1337.62
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6(1Cement:3coarsesand(zone-III derivedfromnaturalsources:6gradedstone aggregate 20 mm nominal size derived from natural sources).
1.68
5434
9130.25
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Providing and laying in position 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): 3 graded stone aggregate 20 mm nominal size)
19.25
6903
132900.07
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
257.6
269
69371.68
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Total impact of GST for the purpose of CTC
1
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