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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | ₹9.2 L | L1 | Accepted-AOC L1, So Accepted |
| 2 | L2₹9.5 L+₹25,419 (2.76%)Rejected-AOC NO 42 POINT CARE STREET O K PALAYAM MUDALIARPET PUDUCHERRY 605004 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605004 | ₹9.5 L+₹25,419 (2.76%) | L2 | Rejected-AOC Non lowest, So rejected |
| 3 | L3₹10.0 L+₹82,083 (8.91%)Rejected-AOC | ₹10.0 L+₹82,083 (8.91%) | L3 | Rejected-AOC Non lowest, So rejected |
Tender Value
₹11.1 L
EMD Value
₹22,273
Closing Date
10 Mar 2020, 3:30 pmClosed
The Commissioner, PM
THE COMMISSIONER, Kambam kalaiarangam Puducherry
road and drainage facilities
2020_DLA_5959_1
PM/EE/e-tender/ 20/2019-20
Open Tender
Civil Works
Item Rate
180 days
Mudaliarpet
Providing road and drainage facilities to the Thanthai Periyar street at Sudhana Nagar-II in Nainarmandapam, Puducherry
2 documents required · 2 mandatory
₹525
Yes
The Commissioner
₹22,273
Yes
18 Mar 2020
29 Feb 2020
12 Mar 2020
29 Feb 2020
10 Mar 2020
29 Feb 2020
Amount
Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m.including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - all kinds of soil
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - All kinds of soil.
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)
Supply of Quary rubbish including stacking to department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:11/2:3 (1 cement:1 1/2 coarse sand : 3 graded stone aggregate 20mm nominal size)
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:3coarse sand : 6 graded stone aggregate 20mm nominal size)
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 : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings , bases for columns. - Using steel sheet with M.S.frames
Steel work welded in built up section/ framed work including cutting hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In grating, frames, guard bar, ladder, railings, brackets, gates and similar works.
12 mm cement plaster of mix - 1:4 (1 cement : 4 fine sand)
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - 1:3:6 or richer mix.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead - 1:4:8 or leaner mix.
Disposal of debries including loading, unloading and conveyance to low lying areas within 2km lead as directed by the Engineer in charge.
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)
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 liquid seal coat, type `A' comprising of a layer of bituminous binder, followed by a cover of stone chipping of specified grading and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.
H EZHILAN
J Ilangovan
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