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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC MANIKANTA BHAVANAM THENMALA P O KOLLAM 691 308 | KOLLAM | KOLLAM | KERALA | 691308 | ₹34.5 L | L1 | Accepted-AOC Since L1 Accepted |
| 2 | L2₹37.1 L+₹2.6 L (7.59%)Rejected-AOC | ₹37.1 L+₹2.6 L (7.59%) | L2 | Rejected-AOC Since L2 Rejected |
| 3 | L3₹36.6 L+₹2.1 L (6.07%)Rejected-AOC MANGALATHU KIZHAKKATHIL ARAMPUNNA ELAMPAL PO PUNALUR KOLLAM 691 322 INDIA | KOLLAM | KERALA | 691322 | ₹36.6 L+₹2.1 L (6.07%) | L3 | Rejected-AOC Since L3 Rejected |
Tender Value
₹39.7 L
EMD Value
₹50,000
Closing Date
16 Oct 2020, 6:00 pmClosed
Executive Engineer, Harbour Engineering Division,
Executive Engineer, Harbour Engineering Division, Kollam - 691002
Upgradation of Coastal roads in Kollam District-Upgradation of approach road to Fish Seed Hatchery at Kulathupuzha
2020_HED_389446_1
85/EE/KLM/2020-21/S
Open Tender
Civil Works - Roads
Item Rate
240 days
Kulathupuzha in Kollam district
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,430
online
₹50,000
Yes
30 Dec 2020
5 Oct 2020
20 Oct 2020
5 Oct 2020
16 Oct 2020
5 Oct 2020
Amount
APPENDIX A: CONSTRUCTION OF INTERLOCKING FOOT PATH
od3762/2020_2021 : Providing and Laying of Interlocking Concrete Block Pavements using departmentally supplied interlock blocks having thickness of 60 mm and 80 mm etc. over a bed of crushed stone chippings of 6.7mm size as per drawings and technical specification clause 1504 as per direction of Departmental officers at site.
APPENDIX:- B - CONSTRUCTION OF CONCRETE ROAD
4.1.A.2 : Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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
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
Demolishing
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
od2129/2020_2021 : Demolishing interlocking paver blocks laid in ground including stacking serviceable material and disposal of unserviceable material within 50 metes lead:
od2134/2020_2021 : Dismantling NP2 pipes including excavation and refilling trenches after taking out the pipes, manually /by mechanical means breaking joints including stacking of pipes &amp; lead at site within 50 metres lead a s per direction of Engineer - in - Charges:&lt;br&gt;Above 600 mm diameter
APPENDIX C: CONSTRUCTION OF BOX CULVERT
11.1.5 : 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.V. Marshy soil
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
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
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
11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
12.5.4 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIV.R.C.C. grade M 25
12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
15.13 : White washing of parapet walls of CD work and tree truncks <br> White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
4.3 : Gravel/Soil-Aggregate Surface Course (Table 400.3)<br> Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
COCONUT PILE
60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
60.7.1 : 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
60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
60.2.2 : 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
N Surendran
SHAJI V
Bidder Name
N Surendran
AMAL TIMBERS
SHAJI V
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