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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹4.2 L (2.48%)Rejected-AOC ERUPOOLUMKUNNEL H PANNOOR | KANNUR | KERALA | 670001 | ₹1.7 Cr+₹4.2 L (2.48%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.8 Cr+₹9.0 L (5.26%)Rejected-Finance | ₹1.8 Cr+₹9.0 L (5.26%) | L3 | Rejected-Finance Not Lowest Amount |
| 4 | L4₹1.9 Cr+₹17.8 L (10.5%)Rejected-Finance | ₹1.9 Cr+₹17.8 L (10.5%) | L4 | Rejected-Finance Not Lowest Amount |
| 5 | L5₹1.9 Cr+₹22.3 L (13.1%)Rejected-Finance | ₹1.9 Cr+₹22.3 L (13.1%) | L5 | Rejected-Finance Not Lowest Amount |
Tender Value
₹1.8 Cr
EMD Value
₹50,000
Closing Date
15 Feb 2022, 6:00 pmClosed
Project Director
Office of the Project Director Project Management Unit, Rebuild Kerala Initiative, LSGD, Ground Floor, Central Telephone Exchange, Near Government Press, Statue, Thiruvananthapuram, Pin-695001
Chana Kurumpan Moozhy Road in Ranni LAC Naranamoozhy GP in Pathanamthitta District (Retendering)
2022_LSGD_471285_4
A1/142/2020/PMULSGD
Open Tender
Civil Works - Roads
Item Rate
240 days
Pathanamthitta
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Yes
₹50,000
Yes
31 May 2022
1 Feb 2022
18 Feb 2022
1 Feb 2022
15 Feb 2022
1 Feb 2022
1 Feb 2022 - 5 Feb 2022
Amount
Road work and structures
2.15 : Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
od1249685/2021_2022 : Cement Stabilised Soil Subgrade<br><br>Providing, laying and spreading soil on a prepared surface, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subgrade as per Technical Specification Clause 404. (Modified Mord item 4.6)
od1093377/2020_2021 : Mechanical Stabilisation for Improving Subgrade<br>Construction of subgrade and earthen shoulders by loosening the existing surface and mixing with aggregate of certain percentage with all lifts and leads, spreading, mixing the spread soil in place with rotavator, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Clause 403 and with lead upto 1000 m as per Technical Specification Clause 303.1<br>(B) By Mechanical Means Modified item (4.4.B)
od1311837/2021_2022 : Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-baseCement Treated Crushed Rock or combination as per clause 403.2 and table 400.4 (Derived Morth 4.6.1)
od1093401/2020_2021 : Construction of un-reinforced ,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 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,screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,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
3.14 : Construction of Subgrade and Earthen Shoulders<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.
od1093405/2020_2021 : 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 <br>(i)Nominal mix (1:2:4) with out form work
10.2.A.1.1 : Traffic Signs <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 <br> 1 900 mm Equilateral Triangle
10.2.A.1.3 : Traffic Signs<br>A. Retro-reflectorised Traffic Signs<br>1 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 <br> 3 600 mm Circular
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
10.10.2 : Kilometre Stone Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 2Ordinary Kilometer Stone (Precast)
10.10.3 : Kilometre Stone Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703iii)200 m stone (precast)
9.7 : Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets
od1093372/2020_2021 : :Road Marking with Hot Applied Thermoplastic Compound on Bituminous Surface Providing and laying retroreflective hot applied thermoplastic compound 2.5 mm thick applied with thermoplastic paint applicator machine all as per clause803.4 and IRC 35.The finished surface to be level, uniform and free from streaks and holes.
DILEEPKUMAR E S
Mon Joseph
diyaconstructions
Varkeychan T Vallamattam
Bidder Name
Mon Joseph
diyaconstructions
DILEEPKUMAR E S
Varkeychan T Vallamattam
K V Abraham
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