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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC NO 44 MARIAMMAN KOIL STREET ARUMPARTHAPURAM PONDICHERRY 605 110 | PONDICHERRY | PUDUCHERRY | 605110 | L1 | Accepted-AOC L1 Lowest tenderer awarded | |
| 2 | L2₹24.5 L+₹95,098 (4.04%)Rejected-Finance NO 31 MARIAMMAN KOIL STREET IYANKUTTIPALAYAM PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | L2 | Rejected-Finance L2 Rejected |
Tender Value
₹23.6 L
EMD Value
₹47,177
Closing Date
24 Jan 2024, 10:30 amClosed
The Executive Engineer
The Executive Engineer PADSTDC
Construction of compound wall around the Karumathi shed and improvements to the Karumathi shed at G.N.Palayampet in Villianur Constituency, Puducherry.
2024_PADCO_14819_1
140/PADSTDC/EW/23-24
Open Tender
Civil Works
Works
150 days
PADSTDC Thattanchavady
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
Yes
₹47,177
Yes
5 Jul 2024
12 Jan 2024
24 Jan 2024
12 Jan 2024
24 Jan 2024
12 Jan 2024
Amount
Code No.2.8.1:- Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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
Code No:4.1.8:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Code No.4.3.1 Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns
Code No.5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the stofcentering,shuttering,finishing and reinforcement -All work upto plinth level : 1:1.5:3 (1 cement : 1 .5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Code No.5.2.2:- Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars ,piers , abutments , posts and struts etc.upto floor five level excluding cost of centering ,uttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Code No.5.9.1 Centring and shuttering including strutting, propping etc.and removal of form for:Foundations , footings, bases of columns ,etc. for mass concrete.- Using steel sheet with M.S.frames.
Code No.5.22.7:-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 (ISI BRAND OF APPROVED MAKE) Fe - 415 or more
Code No.6.1.1 6.1.1 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 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 : 6 coarse sand)
Code No5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement -All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No.13.1.1:- 12mm cement plaster of mix -1:4 ( 1 cement: 4 fine sand)
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.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.13.46.1:- Finishing walls with acrylic smooth exterior paint of required shade - New work
Code No 11.26.1 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab,including rubbing and polishing complete with base of cement mortar 1:4 ( 1 cement : 4 coarse sand) - 25 mm thick
Code No 14.66.1 Finishing walls with acrylic smooth sqm 71.39 exterior paint of required shade - old work (two or more coats applied @1.67 ltr / 10 sqm) on existing cement paint surface
Code No.13.61.1 Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work
K Ramayan
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