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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹50.9 L+₹15.6 L (44.3%)Rejected-AOC | L2 | Rejected-AOC Second Lowest |
Tender Value
₹36.4 L
EMD Value
₹50,000
Closing Date
9 Nov 2019, 6:00 pmClosed
Secretary Alappuzha Municipality
Secretary Alappuzha Municipality
AMRUT Alappuzha Municipality- SWD an UT at Thathampally Ward Appendix A. SAAP 2015-16 Pedestrian Network at Thathampally. Appendix B . SAAP 2016-17 Storm Water Drainage near Thathampally School from Library to Kurisady in Thathampally road and From K
2019_LSGD_302338_2
AMRUT/9/19/4
Open Tender
Civil Works - Others
Item Rate
180 days
Alappuzha
Please refer Tender documents.
5 documents required · 5 mandatory
₹25
Yes
online
₹50,000
Yes
29 Feb 2020
26 Oct 2019
11 Nov 2019
26 Oct 2019
9 Nov 2019
26 Oct 2019
Amount
FOOTPATH
2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
od140220/2018_2019 : Construction of subgrade and earthen shoulders <br>Construction of subgrade and earthen shoulders with approved materials from borrow piles with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1
od140234/2018_2019 : Filling up water logged and low laying areas with local materials/quarry muck, spreading in layers leveling the top at site and consolidated by ramingetc.complete
od140235/2018_2019 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II.P.C.C grade M 15<br><br>(i)Nominal mix (1:2.5:5)
od140236/2018_2019 : Interlocking Concrete Block Pavement<br><br>Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Kerb & Gratings for Footpath
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
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
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)
16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
10.25.2 : Item Shifted to head 14 as item 14.74Steel 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
od143625/2018_2019 : Drain water pipe 110mm dia complete as per direction of engineer in charge<br>
Drainage
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od140520/2018_2019 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Modified item 11.4.1.1)<br><br>I. P.C.C grade M 10<br><br>(ii) Nominal mix 1:3.6
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
od160301/2018_2019 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 (Modified item 11.4.3.1) <br>(i)Nominal mix (1:2:4)
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
MANOJ MATHEW
Bidder Name
MANOJ MATHEW
THAIPARAMBAN CONSTRUCTIONS
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