South Eastern Coalfields Limited Tender
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South Eastern Coalfields Limited - SECL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Dec 2024
Closing Date11 Jan 2025
Tender Amount₹ 87,17,760
Costs
EMD
₹ 1,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SECL_323971_1Bid Award Id
ViewTender No
GM/BSPR/Civil/e-tender/ 2024-25/45 Dt.23.12.2024Tender Authority
South Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.secl-cil.in/
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Documents
BOQ Items
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Water Bound Macadam ,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. Grading-I 63 mm to 45 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
348.47
2119
738641.4
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using
4336.5
38
167432.26
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Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
8673
13
120207.78
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Bituminous Macadam. Providing and laying bituminous macadam 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 and as per clause 504 of specifications. Using Drum Mix Plant of appropriate capacity. for Grading II (19 mm nominal size, bitumene content 3.50%).
216.83
6437
1395932.03
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour.
4336.5
103
450605.71
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification.
4336.5
44
194405.29
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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.
93.75
3101
290810.63
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Providing and laying cement concrete for plain concrete/reinforced concrete i/c. form work, shuttering complete in as per drawing and specification.(for village roads) P.C.C M-25 ( Analysis as per standard analysis book for road work-12.8.B-P/336)
218.75
6062
1326062.5
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Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400 A Earthen Shoulders (CBR value 7)
324.5
175
56995.18
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Total impact of GST for the purpose of CTC
1
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