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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC NO 31 MARIAMMAN KOIL STREET IYANKUTTIPALAYAM PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | ₹17.1 L | L1 | Accepted-AOC Lowest one |
| 2 | Rejected-Technical NO 16 K P S NAGAR SOKKANATHANPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | - | - | Rejected-Technical Not lowest one |
| 3 | Rejected-Technical NO 22 2ND CROSS PERUMAL RAJA GARDEN REDDIARPALAYAM PUDUCHERRY 605010 | PONDICHERRY | PUDUCHERRY | 605010 | - | - | Rejected-Technical Not lowest one |
Tender Value
₹18.3 L
EMD Value
₹36,682
Closing Date
3 Dec 2020, 10:30 amClosed
The Commissioner, Villianur Commune Panchayat
The Commissioner, Villianur Commune Panchayat, Villianur
Main work.Providing Bt road and drainage facilities to venkatasamy nagar, munusamy nagar and venkataswara nagar at V.Manavely village in VC. Sub work. Providing BT road and side drains to Munisamy nagar at V.Manavely village in VC.
2020_DLA_7081_1
20-41/VCP/Engg/JE(V)/20-21
Open Tender
Civil Works
Works
120 days
V.Manavely
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹36,682
6 Dec 2021
23 Nov 2020
3 Dec 2020
23 Nov 2020
3 Dec 2020
23 Nov 2020
Amount
Code No. 2.1.1 Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm on plan including getting out and disposal of excavated earth up to 50m and lift up to 1.5m -All kinds of soil.
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:2coarse 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:3coarse sand : 6 graded stone aggregate 20mm nominal size)
Code No.4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centring 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 Centring and shuttering including strutting, propping etc.and removal of form 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 Cement mortar 1:3 (1 cement : 3 fine sand)
Code No.30.7 Supply of Quary rubbish including stacking to department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge
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 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.6.1 MO Cleaning the existing W.B.M. road surfaceincluding 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.6.5F.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 premixcarpet 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.
M Thiagarajan
J RAJENDIRAN
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