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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.4 LAccepted-AOC | 1 | Accepted-AOC SELECTED CONTRACOR | |
| 2 | Rejected-Technical VELAMPARAMBIL MATHAIPPARA | THEKKADY | IDUKKI | KERALA | - | Rejected-Technical L2 |
Tender Value
₹38.4 L
EMD Value
₹50,000
Closing Date
15 Sept 2020, 5:00 pmClosed
AE
OFFICE OF AE,LSGD,THAKAZHY
ROAD AND CULVERT WORK
2020_LSGD_382276_1
05/AE/LSGD/THKY/2020
Open Tender
Civil Works - Roads
Item Rate
210 days
thakazhy
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,950
Yes
online
₹50,000
Yes
24 Oct 2020
4 Sept 2020
18 Sept 2020
4 Sept 2020
15 Sept 2020
4 Sept 2020
Amount
Tarring
od789123/2020_2021 : Filling up low lying and water logged areas with local material / quarry muck spreadingin layers, levelling top at site and consolidation by ramming etc complete
od789124/2020_2021 : Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits 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 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with increased compensation and additional conveyance)
4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
BOX CULVERT & RETAINING WALL
3.6 : Excavation in Marshy SoilExcavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.
od799491/2020_2021 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5 m bottom width, 1.5 m 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 2.5 0m , using coconut full size post verticle as horizontal including labour dismantling the bund after completion of the work etc. complete.
od799453/2020_2021 : Coconut Pile - Supplying and stacking well matured straight coconut post for<br>driving down throug various strata bellow bed level including cost coveyance<br>labour charges etc complete.
od799484/2020_2021 : Coconut Pile - Driving down coconut pile to lines and levels through variuos<br>strata including all hire charges and labour for fixing , staging platform and all<br>other appliances necessary for pile driving down after pointing the bottom end
od799485/2020_2021 : 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
14.8 : Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
od848352/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted<br>rubble including packing to compactness to lines and levels cost and conveyance of all materials labour<br>charges etc. complete as per direction of Departmental officers at site
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
11.4.5 : 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
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
od870387/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203without formwork<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6
od800250/2020_2021 : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet required height ans as per technical specification.
13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
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
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
10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
arun babu
Bidder Name
Gigi Mathew
arun babu
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