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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC KOTTUCHERRY | KARAIKAL | PUDUCHERRY | 609607 | L1 | Accepted-AOC Work order issued | |
| 2 | L2₹10.3 L+₹6,700 (0.65%)Rejected-Finance NO 102 NORTH STREET KARUKKALACHERRY KARAIKAL | L2 | Rejected-Finance Unsuccessful tender | |
| 3 | L3₹10.6 L+₹31,510 (3.08%)Rejected-Finance NO 7 ARIEF MARICAR NAGAR VETTAIKARAN STREET THALATHERU KARAIKAL | L3 | Rejected-Finance Unsuccessful tender | |
| 4 | L4₹10.6 L+₹37,080 (3.62%)Rejected-Finance NO 15 III CROSS THIRUVALLUVAR NAGAR PATCHOOR KARAIKAL 606 602 | 606602 | L4 | Rejected-Finance Unsuccessful tender | |
| 5 | L5₹10.9 L+₹63,319 (6.19%)Rejected-Finance NO 133 SURAKUDY ROAD THIRUNALLAR POST KARAIKAL 609 607 | KARAIKAL | PUDUCHERRY | 609607 | L5 | Rejected-Finance Unsuccessful tender |
Tender Value
Refer Docs
EMD Value
₹20,253
Closing Date
5 Jan 2021, 3:30 pmClosed
Executive Engineer
Executive Engineer, Buildings and Roads Division, PWD, Karaikal
Reconstruction of damaged compound wall North side from Maternity gate to Microbiology lab at Government General, Hospital, Karaikal.
2020_PWDC3_7405_1
37/PW/BRK/KKL/2020-21
Open Tender
Civil Works
Item Rate
90 days
Karaikal
Please refer Tender documents.
5 documents required · 5 mandatory
₹525
₹20,253
18 Feb 2021
29 Dec 2020
5 Jan 2021
29 Dec 2020
5 Jan 2021
29 Dec 2020
Amount
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
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
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)
Centring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
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)
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 , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 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 catilevers
Centering and shuttering including strutting, propping etc and removal of form for - Columns, Pillars, Piers, Abutment , Posts and Struts
Providing , hoisting and fixing upto floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span upto floor five level , including the cost of required centering , shuttering but excluding the cost of reinforcement , with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 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)
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
Cement concrete flooring 1:2:4 (1 cement 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate
12mm cement plaster of mix -1:6 ( 1 cement : 6 fine sand)
15mm cement plaster on the rough side of single or half brick wall of mix - 1:6 (1cement : 6 fine sand)
Applying one coat of water thinnable cement primer of approved brand and manufactureron wall surface - water thinnable cement primer
Wall painting with plastic emulsion paint - Royal of approved brand and manufacture to give an even shade - two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work
Demolishing brick work manually / bymechanical 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 of grade M-25 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 lenghth for setting out and removal of same and the lenghth 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) - 300 mm dia piles
Brick work with fly ash FPS of class designation 35 in superstructure above plinth level upto floor five level in cement mortar 1:6 ( 1 cement : 6 course sand)
K.R. NAGENDIRAN
J.SIVAKUMAR
RAVICHANDRAN.M.J
K.AGILAN
M BASKAR
K.R.RAVI
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