Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC KOONUMPURUKKA MOOLAKKAL PO CHERUPAZHASSI CHERUPAZHASSI KANNUR KERALA | KANNUR | KANNUR | KERALA | L1 | Accepted-AOC LOWEST BID ACCEPTED | |
| 2 | L2₹13.9 L+₹1.5 L (12.3%)Accepted-AOC | L2 | Accepted-AOC LOWEST BID ACCEPTED |
| Sl No | Description | Qty | Unit | K. P. BIJU L1 | MANOHARAN N L2 |
|---|---|---|---|---|---|
| 1.00TARRING | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 40 | cum | 59.98 ₹2,399.2 Lowest | 63.99 ₹2,559.6 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 312.3 | cum | 55.32 ₹17,276.44 Lowest | 62.12 ₹19,400.08 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 104.1 | cum | 2,003.84 ₹2,08,599.74 Lowest | 2,250.21 ₹2,34,246.86 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 156.15 | cum | 3,027.27 ₹4,72,708.21 Lowest | 3,399.46 ₹5,30,825.68 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 1,041 | sqm | 69.29 ₹72,130.89 Lowest | 77.8 ₹80,989.8 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 1,041 | sqm | 16.2 ₹16,864.2 Lowest | 18.2 ₹18,946.2 |
| 1.01 | OD486927/2024-2025:Mix seal surfacing-Manual means-Type A-Bitumen S-65-using shredded plastic providing,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type -B)aggregates coated with shredded plastic(3% by weight of bitumen)as per standard procedure using penetration grade 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 8-10 kN static roller and finishing to required level and grade as per Technical specification clause 509 by manual means-Type A(II),Bitumen(S-65) | 1,041 | sqm | 238.14 ₹2,47,903.74 Lowest | 267.42 ₹2,78,384.22 |
| 1.01 | OD486933/2024-2025:Providing and fixing of direction and place identification retro-reflectorized sign with 7-year
warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed
over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with a suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surfaces with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols, etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 11,224.29 ₹10,101.86 Lowest | 12,604.27 ₹11,343.84 |
| 1.01 | 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 | 11.07 | cum | 355.94 ₹3,940.97 Lowest | 399.7 ₹4,425.48 |
Tender Value
₹14.3 L
EMD Value
₹35,807
Closing Date
8 Sept 2025, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER mayyil gp
Mayyil GP CMLRRP 24-25 Thaliparambu LAC Perumacheri main canal paarathodu road
2025_LSGD_791230_1
AE/LIDEW/MGP/03/25
Open Tender
Civil Works - Roads
Item Rate
180 days
mayyil gp
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹35,807
Yes
24 Oct 2025
26 Aug 2025
9 Sept 2025
26 Aug 2025
8 Sept 2025
26 Aug 2025
26 Aug 2025 - 8 Sept 2025
Amount
TARRING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 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.
OD486927/2024-2025:Mix seal surfacing-Manual means-Type A-Bitumen S-65-using shredded plastic providing,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type -B)aggregates coated with shredded plastic(3% by weight of bitumen)as per standard procedure using penetration grade 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 8-10 kN static roller and finishing to required level and grade as per Technical specification clause 509 by manual means-Type A(II),Bitumen(S-65)
OD486933/2024-2025:Providing and fixing of direction and place identification retro-reflectorized sign with 7-year warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with a suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surfaces with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols, etc. (Derived from MoRD spec 10.3.A.2)
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
OD486968/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 excluding formwork
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. 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
10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
MANOHARAN N (BID ID -2326434)
Bidder Name
K. P. BIJU
MANOHARAN N
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1304594.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .