Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-I₹3.1 CrAccepted-Finance AT PO BARALOTA BY PASS ROAD DALTONGANJ DISTT PALAMU JHARKHAND 822121 | GARHWA | JHARKHAND | 822121 | ₹3.1 Cr | L-I | Accepted-Finance Accepted as L-I |
| 2 | L-III₹34.7 LRejected-Finance | ₹34.7 L | L-III | Rejected-Finance L-III |
| 3 | L-II₹3.3 CrRejected-Finance | ₹3.3 Cr | L-II | Rejected-Finance L-II |
| 4 | L-IV₹3.6 CrRejected-Finance | ₹3.6 Cr | L-IV | Rejected-Finance L-IV |
| 5 | L-V₹3.8 CrRejected-Finance | ₹3.8 Cr | L-V | Rejected-Finance L-V |
| Sl No | Description | Qty | Unit | M/S RAJ ENTERPRISES L5 | M/S VIKASH KUMAR TIWARI L1 | JMDC-BC (JV) L2 | PFPL-SKS(JV) L3 | M/s Md Mofiz Ansari L7 | M/S NAV DURGA CONSTRUCTION L6 | DP AND PE JV L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 13,125 | SQM | 70 ₹9,18,750 | 50 ₹6,56,250 Lowest | 80 ₹10,50,000 | 53 ₹6,95,625 | 104 ₹13,65,000 | 255 ₹33,46,875 | 91 ₹11,94,375 |
| 1.02 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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) | 4,375 | CUM | 120 ₹5,25,000 | 150 ₹6,56,250 | 80 ₹3,50,000 Lowest | 110 ₹4,81,250 | 140 ₹6,12,500 | 232 ₹10,15,000 | 171 ₹7,48,125 |
| 1.03 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with
vibratory roller to achieve the desired density, complete as per clause 401) | 3,500 | SQM | 1,675 ₹58,62,500 | 1,300 ₹45,50,000 | 1,320 ₹46,20,000 | 1,675 ₹58,62,500 | 405 ₹14,17,500 Lowest | 1,500 ₹52,50,000 | 1,710 ₹59,85,000 |
| 1.04 | 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.) | 2,031.25 | SQM | 2,500 ₹50,78,125 | 1,600 ₹32,50,000 | 2,460 ₹49,96,875 | 2,050 ₹41,64,062.5 | 1,051 ₹21,34,843.75 Lowest | 2,535 ₹51,49,218.75 | 2,430 ₹49,35,937.5 |
| 1.05 | 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 ) | 3,375 | CUM | 5,800 ₹1,95,75,000 | 5,150 ₹1,73,81,250 | 4,924 ₹1,66,18,500 Lowest | 5,400 ₹1,82,25,000 | 7,901 ₹2,66,65,875 | 5,100 ₹1,72,12,500 | 5,305 ₹1,79,04,375 |
| 8.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 57,52,687.5 ₹57,52,687.5 | 47,68,875 ₹47,68,875 Lowest | 49,74,367.5 ₹49,74,367.5 | 52,97,118.75 ₹52,97,118.75 | 57,95,229.38 ₹57,95,229.38 | 57,55,246.88 ₹57,55,246.88 | 55,38,206.25 ₹55,38,206.25 |
Tender Value
₹4.2 Cr
EMD Value
₹5.3 L
Closing Date
23 Aug 2025, 5:00 pmClosed
ACE, WWZ
Office of ACE, WWZ, Saraidhela, Dhanbad, Jharkhamd - 828127
Construction of PCC/RCC road/pavement
2025_BCCL_340440_1
BCCL/WWZ/ACE/Ten/MND/25-26/02
Open Tender
Civil Works - Roads
Item Rate
180 days
Moonidih Coal Washery
Please refer Tender documents.
8 documents required · 8 mandatory
₹5.3 L
5 Mar 2026
1 Aug 2025
25 Aug 2025
1 Aug 2025
23 Aug 2025
1 Aug 2025
1 Aug 2025 - 21 Aug 2025
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .