Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 CrAccepted-AOC | ₹13.4 Cr | L1 | Accepted-AOC L1 Letter No. 735(S)WE Date-19.02.2026 |
| 2 | L2₹14.1 CrRejected-Finance WARD NO 07 MURALIGARHRI RENUKOOT TURRA PIPARI SONBHADRA U P | SONBHADRA | SONBHADRA | UTTAR PRADESH | ₹14.1 Cr | L2 | Rejected-Finance L2 Letter No. 735(S)WE Date-19.02.2026 |
| 3 | Rejected-Technical 504 MANGAL MURTI HEIGHTS RANI BAGAN HARMU ROAD RANCHI | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical B 745 SECTOR 2 DHURWA RANCHI JHARKHAND | RANCHI | RANCHI | JHARKHAND | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | A M INFRATECH L2 | M/S NAGENDRA PANDEY L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. by manual means | 3.18 | Hec | 97,349.45 ₹3.1 L | 93,809.47 ₹3.0 L |
| 2.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately By Mechanical Means, Bituminous course. . | 134.4 | m3 | 257.4 ₹34,594.56 | 248.04 ₹33,336.58 |
| 3.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m | 4,734 | m3 | 68.64 ₹3.2 L | 66.14 ₹3.1 L |
| 4.00 | Construction of Embankment with Material Deposited from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum | 5,955.51 | m3 | 67.63 ₹4.0 L | 65.17 ₹3.9 L |
| 5.00 | Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum | 49,912.65 | m3 | 142.89 ₹71.3 L | 137.69 ₹68.7 L |
| 6.00 | 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. | 9,623.6 | m3 | 2,153.36 ₹2.1 Cr | 2,075.06 ₹2.0 Cr |
| 7.00 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 5,310.72 | m3 | 2,624.63 ₹1.4 Cr | 2,529.19 ₹1.3 Cr |
| 8.00 | 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. | 1,233.21 | m3 | 3,555.14 ₹43.8 L | 3,425.87 ₹42.2 L |
| 9.00 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 21,242.87 | m2 | 89.92 ₹19.1 L | 86.66 ₹18.4 L |
| 10.00 | 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/granular surface cleaned with mechanical broom. | 20,144.1 | m2 | 14.31 ₹2.9 L | 13.79 ₹2.8 L |
Tender Value
₹12.8 Cr
EMD Value
₹12.8 L
Closing Date
11 Nov 2025, 12:00 pmClosed
EXECUTIVE ENGINEER RCD ROAD DIVISION KHUNTI
EXECUTIVE ENGINEER RCD ROAD DIVISION KHUNTI
Balance work of widening and strengthening of Sisai- Lapung- Dorma road (MDR- 030) from k.m. 00.00 to km. 43.40
2025_CECOM_105983_1
RCD/KHUNTI/984/2025-26
Open Tender
Civil Works
180 days
Sisai- Lapung- Dorma road
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹12.8 L
25 Mar 2026
17 Oct 2025
12 Nov 2025
17 Oct 2025
11 Nov 2025
17 Oct 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.57 MB
BOQ_142739.xls
BOQ • 0.31 MB
SBD.pdf
Tender Documents • 1.22 MB
Download all tender documents and submit your bid