Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.7 CrAccepted-Finance BEHIND PWD DAK BUNGLOW LADNUN ROAD DIDWANA DISTRICT DIDWANA KUCHAMAN | 1 | Accepted-Finance Admitted | |
| 2 | Rejected-Technical 0 BUDKIYA DEVATRA JODHPUR RAJASTHAN 342606 | JODHPUR | RAJASTHAN | 342606 | - | Rejected-Technical Non Responsive due to Short Amount of Similar Nature One Work |
Tender Value
₹20.8 Cr
EMD Value
₹41.5 L
Closing Date
2 Jun 2023, 6:00 pmClosed
ACE PWD Zone Ajmer
ACE PWD Zone Ajmer
Widening and Strengthening work on NH-65 (Jhardiya) to Mega Highway (SH-7) via Baldoo-Genana
2023_CEPWD_329637_2
NIT 28/2022-23 PWD Zone Ajmer
Open Tender
Civil Works - Roads
Percentage
300 days
Didwana
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
e-Grass Challan office ID 8727
₹41.5 L
Yes
20 Jun 2023
14 Apr 2023
5 Jun 2023
14 Apr 2023
2 Jun 2023
14 Apr 2023
14 Apr 2023 - 2 Jun 2023
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part-A (BT Works)
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 By mechanical Means. In area of light jungle | - | Hect | 9,600 | - |
| 2 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Ordinary Soil mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper | - | Cum | 38 | - |
| 3 | Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling. | - | Cum | 6.5 | - |
| 4 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling | - | Cum | 8.5 | - |
| 5 | Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering.Field density not less than 95% of maximum dry density (Modified Heavy Proctor test) | - | Cum | 9.5 | - |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with lead upto - 50mtr | 1 | Cum | 52 | ₹51.95 |
| 7 | Crusher Run Macadam Base
Providing crushed stone aggregate depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to Clause 410 to form a layer of sub-base/base by mixing plant method With 55 mm maximum size of aggregates | - | Cum | 1,100 | - |
| 8 | Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).as per MoRTH specifaction table 400-1,400-2: Grading lll | - | Cum | 380 | - |
| 9 | Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with paver finisher in sub base / base course on a well prepared surface and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead. | - | Cum | 1,400 | - |
| 10 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112: '7.0-10.0 kg /10 Sqm | - | Sqm | 29 | - |
stage.html
html • 0.04 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 • 0.04 MB
BOQ_585615.xls
BOQ Document • 0.31 MB
119016284.pdf
Tender Document • 2.14 MB
119016285.pdf
Tender Document • 2.04 MB
10-Ladnun-Bid.pdf
Tender Document • 0.95 MB
119016287.html
Tender Document • 0.03 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 .