Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹88.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹88.8 L+₹8,805.72 (0.10%)Admitted-Fee/PreQual/Technical/Finance | ₹88.8 L+₹8,805.72 (0.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹88.8 L+₹13,872.62 (0.16%)Admitted-Fee/PreQual/Technical/Finance | ₹88.8 L+₹13,872.62 (0.16%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S THOUNAOJAM SANA SINGH L1 | L. Gogon Singh L3 | M/S L SHANTIKUMAR SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excovation in Soil with Dozcr with lcad upto 1000 rnctrcs (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres including trimming bottom and side slopes in accordance with requirements oflines, grades and cross sections.) | 553.24 | cum | 415 ₹2,29,594.6 Lowest | 420 ₹2,32,360.8 | 418 ₹2,31,254.32 |
| 2.00 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 833.37 | cum | 357 ₹2,97,513.09 Lowest | 360 ₹3,00,013.2 | 359 ₹2,99,179.83 |
| 3.00Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,watering, foiling each layer with \ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m. | ||||||
| 3.10 | All kinds of soil. | 241.8 | cum | 500 ₹1,20,900 Lowest | 510 ₹1,23,318 | 508 ₹1,22,834.4 |
| 4.00Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. | ||||||
| 4.10 | All kinds of soil. | 3,033.49 | sqm | 26 ₹78,870.74 | 24 ₹72,803.76 Lowest | 25 ₹75,837.25 |
| 5.00Granular base / sub-base using naturally occurred sand grave | ||||||
| 5.10 | Providing, laying and compacting granular base / sub-base according to lines, grades and cross sections by using naturally occurred sand gravel/conforming to IRC-Grd'II of MOST specification free from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-in- charge. | 467.53 | cum | 2,235 ₹10,44,929.55 | 2,230 ₹10,42,591.9 Lowest | 2,232 ₹10,43,526.96 |
| 6.00Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to filI up the interstices of coarse aggregate, watering and compacting to the required density. | ||||||
| 6.10By Manual Mean | ||||||
Tender Value
₹88.7 L
EMD Value
₹1.8 L
Closing Date
21 Jul 2026, 3:00 pmClosed
Executive Engineer (Civil), RIMS.
Regional Institutes of Medical Sciences, Imphal.
Black topping of road from public toilet(near blood bank) upto pediatric at RIMS,Imphal.
2026_RIMS_916017_1
34/2026-27/RIMS/Imphal
Open Tender
Civil Works
Works
180 days
As Per Tender Document
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Director RIMS.
₹1.8 L
22 Jul 2026
6 Jul 2026
22 Jul 2026
6 Jul 2026
21 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excovation in Soil with Dozcr with lcad upto 1000 rnctrcs (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres including trimming bottom and side slopes in accordance with requirements oflines, grades and cross sections.) | 553.24 | cum | 1 | ₹553.24 |
| 2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 833.37 | cum | 1 | ₹833.37 |
| 3Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,watering, foiling each layer with \ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m. | |||||
| 3.1 | All kinds of soil. | 241.8 | cum | 1 | ₹241.8 |
| 4Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. | |||||
| 4.1 | All kinds of soil. | 3,033.49 | sqm | 1 | ₹3,033.49 |
| 5Granular base / sub-base using naturally occurred sand grave | |||||
| 5.1 | Providing, laying and compacting granular base / sub-base according to lines, grades and cross sections by using naturally occurred sand gravel/conforming to IRC-Grd'II of MOST specification free from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-in- charge. | 467.53 | cum | 1 | ₹467.53 |
| 6Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to filI up the interstices of coarse aggregate, watering and compacting to the required density. | |||||
| 6.1 | By Manual Mean | - | - | - | - |
stage.html
html • 0.02 MB
boq_comp_chart.xlsx
xlsx
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 • 2.08 MB
BOQ_962666.xls
BOQ • 0.31 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 .