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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC NO 12 JEEVANDAM STREET IST FLOOR DR RADHAKRISHNAN NAGAR KATHIRKAMAM PUDUCHERRY | PONDICHERRY | PUDUCHERRY | 605001 | L1 | Accepted-AOC Work awarded | |
| 2 | L2₹21 L+₹98,650 (4.93%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹21.2 L+₹1.2 L (5.98%)Rejected-Finance NO 2 RICE MILL STREET THIRUBHUVANAIPALAYAM PUDUCHERRY 605107 | PONDICHERRY | PUDUCHERRY | 605107 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹22.6 L+₹2.6 L (13.1%)Rejected-Finance NO 851 15 MARIYAMMAN KOIL STREET KUILAPALAYAM PERIYABABUSAMUTHIRAM POST VILLUPURAM DISTRICT | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹22.8 L+₹2.8 L (14.1%)Rejected-Finance NO 22 PUDHU NAGAR MUTHUPILLAIPALAYAM OULGARET POST PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | L5 | Rejected-Finance Not Lowest |
Tender Value
₹22.9 L
EMD Value
₹45,883
Closing Date
3 Aug 2023, 4:00 pmClosed
Executive Engineer,BRN, PWD., Pondicherry
No.44, Labourdonnais Street, Pondicherry
Formation of Internal Link road from entrance gate to new class room block and Workshop shed on southern side building in Government ITI for Men at Mettupalayam, Puducherry
2023_PWDC1_13305_1
06/PW/EE/BRN/2023-24
Open Tender
Civil Works
Item Rate
90 days
Mettupalayam
Please refer tender document
3 documents required · 3 mandatory
₹525
₹45,883
8 Sept 2023
28 Jul 2023
4 Aug 2023
28 Jul 2023
3 Aug 2023
28 Jul 2023
Amount
Construction of granular sub-base by providing coarse graded meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading III material.
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)
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 of 25mm 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 6-10 tonne laying manually and rolling with power roller 8-10 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.
Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Cement concrete 1:3:6 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.
Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns
12mm cement plaster of mix -1:4 ( 1 cement: 4 fine sand)
Providing and fixing prmoulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat - 25 mm wide.
UPVC pipes (working pressure 4kg/sq.cm) single socketed pipe - 110mm dia
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
ASOKAN V
R SELVAKANNAN
Maha Costructions
murugan.l
J RAJENDIRAN
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