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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC THIRU R KRISHNAMURTHY CONTRACTOR NO 5 864 MARIAMMAN KOIL STREET KULLAPALAYAM PERIYABUSAMUTHIRAM POST PUDUCHERRY 605 102 | VILLUPURAM | TAMIL NADU | 605102 | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.3 L+₹2.0 L (14.2%)Rejected-Finance NO 7 MIDDLE STREET KURUMBAPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.3 L+₹5.0 L (35.1%)Rejected-Finance NO 25 OLD GOVERNMENT SCHOOL OPP STREET KURUMBAPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | L3 | Rejected-Finance L3 |
Tender Value
₹14.9 L
EMD Value
₹29,795
Closing Date
24 Jul 2024, 3:30 pmClosed
The Commissioner, OM
II cross, Jawahar Nagar, Puducherry-5
Improvements to the link road and cross roads of Krishna Nagar North 12th cross 1st cross extension leading in ECR, Lawspet in Kamaraj Nagar Constituency, Puducherry
2024_DLA_16125_1
OM/e-tenders/14/2024-25
Open Tender
Civil Works
Works
120 days
KAMARAJ NAGAR
Please refer tender document
3 documents required · 3 mandatory
₹525
₹29,795
22 Oct 2024
19 Jul 2024
24 Jul 2024
19 Jul 2024
24 Jul 2024
19 Jul 2024
Amount
CODE NO. 2.27C.1 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)
CODE NO. 4.1A.1 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 layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.
CODE NO. 4.92C Providing, laying, spreading and compacting 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-II with Gravel screening. (As per MoRTH specification, 4th Revision)
Code No.5.5 Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)
Code No.6.1.MO Cleaning the existing W.B.M. road surtace 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.
Code No. 6.2.MO Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.
Code No. 6.5E.1.MO Providing and applying tackcoat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm.
Code No. 6.5F.1.MO 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.
Code No.6.11B.MO 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.
Code No. 6.17.MO 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.
E Aravindan
J Pandiyarajan
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finance_16474.pdf
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