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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAccepted-AOC NO 17 GANDHI STREET ARUMPARTHAPURAM PUDUCHERRY 605 110 | CUDDALORE | TAMIL NADU | 605110 | ₹43.3 L | L1 | Accepted-AOC LOWEST TENDERER |
| 2 | L2₹45.3 L+₹2.0 L (4.67%)Rejected-Finance NO 11 PONTHIYAGARAJAUDAYAR STREET THILLAIKANNAMAL NAGAR LAWSPET PUDUCHERRY 605008 | PONDICHERRY | PUDUCHERRY | 605008 | ₹45.3 L+₹2.0 L (4.67%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹45.6 L+₹2.4 L (5.45%)Rejected-Finance NO 173 PERUMAL KOIL STREET KATTERIKUPPAM PUDUCHERRY 605 502 | VILLUPURAM | TAMIL NADU | 605502 | ₹45.6 L+₹2.4 L (5.45%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹46.3 L+₹3.0 L (6.99%)Rejected-Finance NO 14 ENGINEERS COLONY VELRAMPET PUDUCHERRY 605004 | PONDICHERRY | PUDUCHERRY | 605004 | ₹46.3 L+₹3.0 L (6.99%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹47.3 L+₹4.0 L (9.18%)Rejected-Finance PLOT NO 10 MAILAM ROAD SILLUKARIPALAYAM KUMALAM POST PUDUCHERRY 605 107 | PONDICHERRY | PUDUCHERRY | 605107 | ₹47.3 L+₹4.0 L (9.18%) | L5 | Rejected-Finance Not Lowest |
Tender Value
₹46.9 L
EMD Value
₹93,774
Closing Date
30 Jan 2024, 4:00 pmClosed
The Executive Engineer, ID., PWD., Puducherry.
The Executive Engineer, Irrigation Division, PWD., No.3, Eveche Street, Puducherry.
Providing B.T. Road over the inspection track from feeder channel Culvert to Arumparthapuram Bye-Pass Road in Puducherry.
2024_PWDC2_14782_1
TN.79/PW/IRRN/2023-2024
Open Tender
Civil Works
Item Rate
120 days
Puducherry
Please Refer Tender Documents
3 documents required · 3 mandatory
₹525
₹93,774
21 Feb 2024
12 Jan 2024
31 Jan 2024
12 Jan 2024
30 Jan 2024
12 Jan 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods , watering , rolling each layer with 1/2 tonne roller , or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (Payment will be made based on level measurement)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
Cleaning the existing W.B.M. road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 502.4.2 and 503.3.1 of MOST specification.
Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.
Providing and laying open graded premix carpet 20mm thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.
Providing and applying premixed seal coat type `B' comprising of thin application of fine aggregate premix with bitumen binder in mini hot mix plant, carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.
R KESAVARAMAN
MUTHURAMAN and CO
M/s. Madhava Construction
THANGARASU T
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