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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹16.8 L+₹44,900 (2.75%)Rejected-Finance PUDUCHERRY | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹17.0 L+₹72,560 (4.45%)Rejected-Finance NO 4 85 MICRO STREET MORATTANDI VANOUR TALUK TAMILNADU 605 111 | VILLUPURAM | TAMIL NADU | 605111 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹18.4 L+₹2.1 L (13.0%)Rejected-Finance NO 25 5TH CROSS KATTABOMMAN NAGAR MANAVELY ARIYANKUPPAM PUDUCHERRY 605 007 | PONDICHERRY | PUDUCHERRY | 605007 | L4 | Rejected-Finance Not Lowest | |
| 5 | Not Admitted-Fee/PreQual/Technical NO 4 85 MICRO STREET MORATTANDI AUROVILE VANUR TALUK TAMILNADU 605111 | PONDICHERRY | PUDUCHERRY | 605111 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹17.7 L
EMD Value
₹35,482
Closing Date
19 Jan 2023, 3:30 pmClosed
Executive Engineer, SBD-II, PWD, Puducherry
No.1, Rue Eveche, Puducherry - 605001
Reconstruction of fallen compound wall to an extent of 105.10 metres at eastern side of the premises of Government High School, Kanuvapet, Villianur Commune, Puducherry.
2023_PWDC2_11716_1
63/PW/SBDII/2022-23
Open Tender
Civil Works - Buildings
Item Rate
GHS, Kanuvapet
Please refer tender documents
3 documents required · 3 mandatory
₹525
₹35,482
9 Mar 2023
7 Jan 2023
19 Jan 2023
7 Jan 2023
19 Jan 2023
7 Jan 2023
Amount
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)
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 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and string courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
Reinforced cement concrete work in beams, suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , staircases and spiral stair cases upto floor five level excluing the cost of centering ,shuttering, finishing and reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beams , girders , bressumers and cantilevers.
Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers , Abutments , Posts and Struts.
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
Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete above plinth level - Thermo - Mechanically Treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more.
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)
12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand).
15mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement : 4 fine sand).
6mm cement plaster of mix 1:3 (1 cement : 3 fine sand).
Finishing walls with acrylic smooth exterior paint of required shade - New work (two ore more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm.
Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead.
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar.
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles in cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm) of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution 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 (lengt of pile for payment shall be measured upto bottom of pile cap) - 300mm dia piles.
Kodandaraman
S.VIJAYAN
vishnuvarthan
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