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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC NO 225 KAVARAI STREET AKKARAIVATTAM KARAIKAL | L1 | Accepted-AOC L1 Pending Approval | |
| 2 | L2₹28.6 L+₹2.1 L (7.75%)Rejected-AOC | L2 | Rejected-AOC L2 EMD Refund | |
| 3 | L3₹28.8 L+₹2.3 L (8.49%)Rejected-AOC NO 15 III CROSS THIRUVALLUVAR NAGAR PATCHOOR KARAIKAL 606 602 | 606602 | L3 | Rejected-AOC L3 EMD Refund |
Tender Value
Refer Docs
EMD Value
₹56,300
Closing Date
2 Nov 2022, 3:00 pmClosed
The Managing Director, PPCL
PPCL, T.R.Pattinam, Karaikal 609 606
Reconstruction of Quarters Compound Wall in Residential Area of PPCL, T.R.Pattinam, Karaikal
2022_PPCL_11068_1
C-114 Reconstruction of Compound Wall for Quarters
Open Tender
Miscellaneous Services
Item Rate
180 days
PPCL, T.R.Pattinam, Karaikal 609 606
As per Press Notice , Instructions to Bidders and Tender Documents
4 documents required · 4 mandatory
₹525
₹56,300
15 Feb 2023
19 Sept 2022
4 Nov 2022
19 Sept 2022
2 Nov 2022
19 Sept 2022
Amount
Reconstruction of compound wall in the residential area of PPCL at T.R.Pattinam,Karaikal.
code No;2.6.1 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
code No;2.27 Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
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 plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size
code No;5.1.2 Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , Shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
code No;5.9.5 Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beams , girders , bressumers and catilevers
code No;5.22.6 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
code No;6.1.2 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)
code No;6.4.2 Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6coarse sand)
code No;13.4.1 12 mm cement plaster of mix 1:4 (1 cement :4 course sand)
code No;13.5.1 15mm cement plaster on rough side of single or half brick wall of mix - 1:4 (1 cement : 4 coarse sand)
code No;13.39.2 Colour washing such as green, blue or buff to give an even shade - New work (two or more coats) with a base coat of whiting
code No;15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
code No;15.7.4 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar
code No;20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap 1:1.5:3 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solutions and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc., all complete, including removal of excavated earth with all lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).300mm dia. piles.
R RAJAGURU
RAVICHANDRAN.M.J
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