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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹3.1 L+₹11,032 (3.68%)Rejected-AOC KERALA KL | THRISSUR | KERALA | 680667 | L2 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹3.5 L
EMD Value
₹8,640
Closing Date
27 Jan 2020, 6:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer, LSGD Section, Nedumpana GramaPanchayath
2019-20-NDPNA-PR NO.221/19-20 Sreedevi bricks - Kolur kshethram road earthfilling and side wall construction of ward - 6 in Nedumpana GP
2020_LSGD_336892_5
04/T/2020/AE/LSGD/NDPNA
Open Tender
Civil Works - Roads
Item Rate
120 days
Nedumpana GP
Please refer Tender documents.
6 documents required · 6 mandatory
₹691
Yes
online
₹8,640
Yes
3 Mar 2020
18 Jan 2020
30 Jan 2020
18 Jan 2020
27 Jan 2020
18 Jan 2020
18 Jan 2020 - 27 Jan 2020
Amount
ROAD CONCRETING
od399368/2019_2020 : :Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge
od411839/2019_2020 : Mord : 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
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
od411836/2019_2020 : Mord plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 (Form work included)
SIDE PROTECTION WALL
11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
od444220/2019_2020 : MorD: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site<br>
od444221/2019_2020 : MorD: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site<br>
od444233/2019_2020 : Mord: Plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork(steel channel, wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion ,construction joints curing of concrete slabs for 14 days, water finishing to lines and grade as per drawing and Technical<br><br> <br> <br> <br> Specifications clause 1501 (Form work included)<br>
od411838/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)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)
Hand rail
10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
NAJMA CONSTRUCTIONS
DINESAN
Bidder Name
LIVING SPACE BUILDING
DINESAN
NAJMA CONSTRUCTIONS
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