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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SUNEESH T K L3 | KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD L4 | MAMMED K T C L1 | Akash unnikrishnan L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Tarring | |||||||
| 1.00 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 13.15 | cum | 200 ₹2,631 | 50 ₹657.75 Lowest | 210.2 ₹2,765.18 | 214 ₹2,815.17 |
| 1.00 | od1287316/2021_2022 : 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 | 53.93 | cum | 2,500 ₹1,34,820 | 2,600 ₹1,40,212.8 | 2,410.8 ₹1,30,009.62 | 2,220 ₹1,19,720.16 Lowest |
| 1.00 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
For height upto 5 m
I.P.C.C grade M 15
(i)Nominal mix (1:2.5:5) | 3.2 | cum | 6,500 ₹20,800 Lowest | 7,200 ₹23,040 | 6,665 ₹21,328 | 7,000 ₹22,400 |
| 1.00 | 3.15.2 : Compacting Original Ground<br>
(ii) Compacting original ground supporting subgrade<br>
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 150.51 | cum | 50 ₹7,525.5 | 50 ₹7,525.5 | 46.5 ₹6,998.71 Lowest | 47.5 ₹7,149.22 |
| 1.00 | od1287464/2021_2022 : Filling with Quarry Muck<br>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 (MoRD) | 50.17 | cum | 900 ₹45,153 | 800 ₹40,136 Lowest | 854 ₹42,845.18 | 950 ₹47,661.5 |
| 1.01 | 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 | 75.25 | cum | 2,800 ₹2,10,714 | 2,650 ₹1,99,425.75 | 2,668 ₹2,00,780.34 | 2,637 ₹1,98,447.43 Lowest |
| 1.01 | 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 | 501.7 | sqm | 70 ₹35,119 | 75 ₹37,627.5 | 57 ₹28,596.9 Lowest | 65 ₹32,610.5 |
| 1.01 | 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. | 501.7 | sqm | 15 ₹7,525.5 | 15 ₹7,525.5 | 12.9 ₹6,471.93 Lowest | 15 ₹7,525.5 |
| 1.01 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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. <br>
Case - I By Manual Means <br>
(II) Bitumen (S-65) | 501.7 | sqm | 135 ₹67,729.5 Lowest | 170 ₹85,289 | 157.7 ₹79,118.09 | 161 ₹80,773.7 |
Tender Value
₹6.0 L
EMD Value
₹15,070
Closing Date
23 Sept 2021, 4:00 pmClosed
AE,Mmukkam Municipality
o/o AE, Mukkam Municipality
road work
2021_LSGD_439996_1
AE/MKM/03/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
mukkam
road work
5 documents required · 5 mandatory
₹1,206
Yes
₹15,070
Yes
30 Jun 2026
16 Sept 2021
25 Sept 2021
16 Sept 2021
23 Sept 2021
16 Sept 2021
Amount
Road Tarring
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od1287316/2021_2022 : 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
12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
od1287464/2021_2022 : Filling with Quarry Muck<br>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 (MoRD)
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.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
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)
Akash unnikrishnan
SUNEESH T K
KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD
Bidder Name
SUNEESH T K
KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD
MAMMED K T C
Akash unnikrishnan
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