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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC NO 22 2ND CROSS PERUMAL RAJA GARDEN REDDIARPALAYAM PUDUCHERRY 605010 | PONDICHERRY | PUDUCHERRY | 605010 | L1 | Accepted-AOC work order issued to the lowest tenderer | |
| 2 | Rejected-Technical PUDUCHERRY 605005 | PONDICHERRY | PUDUCHERRY | 605005 | - | Rejected-Technical L6 | |
| 3 | Rejected-Technical NO 46 SOUTH STREET KEEZHAKASAKUDY KOTTUCHERRY KARAIKAL 609 609 | KARAIKAL | PUDUCHERRY | 609609 | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical NO 44 MARIAMMAN KOIL STREET ARUMPARTHAPURAM PONDICHERRY 605 110 | PONDICHERRY | PUDUCHERRY | 605110 | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical NO 325 LENIN STREET KOSAPALAYAM PUDUCHERRY 605 013 | PONDICHERRY | PUDUCHERRY | 605013 | - | Rejected-Technical L2 |
Tender Value
₹14.5 L
EMD Value
₹29,079
Closing Date
1 Mar 2019, 3:30 pmClosed
The Commissioner, OM
II cross, Jawahar Nagar Puducherry-5
Providing BT road with side drain to Manakula Vinayagar street at Lakshmi Nagar, Karuvadikuppam in Kalapet Constituency
2019_DLA_4572_1
OM/e-tenders/267/2018-19
Open Tender
Civil Works
Works
120 days
Kalapet Constituency
Please refer Tender documents
3 documents required · 3 mandatory
₹525
The Commissioner
₹29,079
29 Oct 2020
23 Feb 2019
1 Mar 2019
23 Feb 2019
1 Mar 2019
23 Feb 2019
Amount
CODE NO.2.27A.1 Supplying and filling with gravel (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift.
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. 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
CODE NO. 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level-1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20mm nominal size. stone aggragate 20 mm nominal size)
Code No.: 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement:5coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No: 4.3.1 Centering and shuttering including struttings, propping etc. and removal of form work for foundations, footings , bases for columns
CODE NO.10.25.2 Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required – in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
CODE NO.: 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand).
CODE NO.3.1 Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.
CODE NO. 4.91B 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)
CODE NO. 4.92C 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 gravelfor 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)
CODE NO. 6.1.MO 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 sand 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: 6.5F.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 to10 tonne laying manually and rolling with power roller 8 to10 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.
CODE NO. NPSR Hiring of JCB for sectioning and levelling the earth etc., complete as directed by the Engineer-in-Charge.
N Sakthivelu
DATCHANAMOURTHY
R Kamaraj
ANBALAGAN G
A KRISHNAN
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