Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC NO 333 VILLIANUR ROAD KOMBAKKAM PUDUCHERRY 605 110 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605110 | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.0 L+₹23,382 (1.99%)Rejected-Finance | L2 | Rejected-Finance Not lowest |
Tender Value
₹14.1 L
EMD Value
₹28,194
Closing Date
12 Dec 2019, 12:00 pmClosed
The Executive Engineer, SBD-II, PWD, Puducherry
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
2019_PWDC2_5383_1
06/PW/SBDII/D4/F.NO.10B/19 3.12.19
Open Tender
Civil Works - Buildings
Item Rate
60 days
Kanuvapet
Please refer Tender documents
3 documents required · 3 mandatory
₹525
EE, SBD-II, PWD, Puducherry
₹28,194
14 Jul 2020
7 Dec 2019
13 Dec 2019
7 Dec 2019
12 Dec 2019
7 Dec 2019
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:5coarse 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 (1 cement : 1 .5 coarse sand : 3 graded stone aggregate 20mm 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 : 1.5coarse sand : 3 graded stone aggregate 20mm nominal size)
Reinforced cement concrete work in beams , suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
Centring and shuttering including strutting, propping etc. and removal of form for: lintels, beams, plinth beams, girders, bressumers and cantilevers.- Using steel sheet with M.S.frames
Centring and shuttering including strutting, propping etc. and removal of form for: columns,pillars,piers,abutments,posts and struts.- Using steel sheet with M.S.frames
Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete - Thermo - Mechanically treated bars (TISCON / VIZAG / IISCO /SAIL / JSW) including placing the M30 grade Athees make cover block @ 60cm centre to centre
Brick work with FPS bricks of class designation 35 in superstructure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand)
12mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand)
15 mm cement plaster on rough side of single or half brick wall of mix – cement mortar 1:4 (1 cement : 4 fine sand)
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of R.C.C slabs and beams.
Finishing walls with water proofing cement paint of required shade - New work. (Two or more coats applied @ 3.84 kg/10 sqm)
Demolishing R.C.C. work, 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 pile of specified diameter and length below the pile cap M35 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 upto bottom of pile cap). 300mm dia piles.
UMAPATHE LD
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .