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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.9 LAccepted-AOC CHALIPATT H THRITHALOOR THRISSUR 680 619 | THRISSUR | KERALA | 680619 | 1 | Accepted-AOC L1 | |
| 2 | 2₹16.1 L+₹1.2 L (7.80%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹17.9 L
EMD Value
₹50,000
Closing Date
29 Oct 2019, 5:00 pmClosed
Execuitve Engineer Thrissur corporation
Execuitve Engineer Thrissur corporation
P.NO.91/20 DEMOLISHING AND CONSTRUCTION OF DRAIN AND PROVIDING COVERSLAB AT KAUSTHUBAM ROAD, KURINJANKKAL ROAD, PRIYADARSHINI ROAD, SUBRAMANYA SWAMI SHETHRAM ROAD, PROVIDING INTERLOCK AT SUBRAMANIA KSHETHRAM BRANCH ROAD IN DN.55
2019_LSGD_311540_1
PW4-40067/19
Open Tender
Civil Works - Roads
Item Rate
90 days
Superintending Engineer Thrissur Corporation
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
online
₹50,000
5 Jan 2020
22 Oct 2019
1 Nov 2019
22 Oct 2019
29 Oct 2019
22 Oct 2019
22 Oct 2019 - 25 Oct 2019
Amount
DEMOLISHING,CONSTRUCTION OF DRAIN ,PROVIDING COVERSLAB AT KAUSTHUBAM,PRIYADARSHINIROAD ,PROVIDING INTERLOCK AT SUBRAMANIA KSHETRAM , KAUSTHUBM BRANCH ROAD
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.2.2 : 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. up tot 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 20 mm nominal size)
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
od210398/2019_2020 : Conveyance of excavated earth up to 5 km
od210399/2019_2020 : Engaging labour for lifting slabs
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Interlocking tiles
6.7.1 : Interlocking Concrete Block Pavement <br> Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
JOSE C R
C.V.RAJESH
JOSE A O
Bidder Name
t.l. rappai
C.V.RAJESH
JOSE A O
JOSE C R
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_428439.pdf
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