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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed |
Tender Value
₹35.7 L
EMD Value
₹50,000
Closing Date
27 May 2020, 6:00 pmClosed
EE LSGD
EE LSGD LSGD DIVISION JILLA PANCHAYAT PATHANAMTHITTA
LAC ADS 7735 Thiruvalla Assembly constituency Construction of Culvert in pattam purayidam kurunnumveli Punnaveli Valiyathodinu acrossin Anicadu G P
2020_LSGD_351366_12
ETender 9/19-20/ District Panchayth/ Pathanamthita
Open Tender
Civil Works - Others
Item Rate
180 days
pathanamthitta
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
online
₹50,000
Yes
4 Aug 2020
20 May 2020
1 Jun 2020
20 May 2020
27 May 2020
20 May 2020
Amount
ROAD WORK
2.2.1.A : Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I)By Manual Means (A)In area of non-thorny jungle
2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar
2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry
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
od44338/2019_2020 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete<br>
od44330/2019_2020 : RING BUND Type-I-Putting up ring bund as per approved shape 1m bottom width, .5m top width using empty gunny/polythene bags filled with earth placed in 2 rows to form bund for an average height 1.00m including labour dismantling the bund after completion of the work etc. complete (Modified item of 60.1.1)
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)
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.1.3 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C Grade M 30
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
14.1 : Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
14.9 : Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
APPROACH ROAD WORK
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
od495069/2019_2020 : DRY RUBBLE MASONRY; Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compacted to line and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site'
11.4.3.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20(ii) Nominal mix 1:2:4 (Hand mixed)
10.11 : Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
od495165/2019_2020 : Filling up low lying and water logged areas with local materials/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc quantity for 300m3.
od495175/2019_2020 : Construction of 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 ,compacted using needle vibrator and finished in continuous operation including provision of curing as per Technical Specifications clause 1501.(modified 6.4) with form work
EARTH FILLING
3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Bidder Name
Varghese George Anjilimoottil
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