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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.5 LAccepted-Finance | ₹5.5 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | RAMACHANDRAN. R L1 | RAJESH KODIKKANDY L2 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 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. | 141.3 | cum | 58.85 ₹8,315.51 | 60.63 ₹8,567.02 |
| 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. | 47.1 | cum | 2,131.9 ₹1.0 L | 2,196.15 ₹1.0 L |
| 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 | 70.65 | cum | 3,220.73 ₹2.3 L | 3,317.8 ₹2.3 L |
| 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 | 471 | sqm | 73.71 ₹34,717.41 | 75.93 ₹35,763.03 |
| 1.00 | 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. | 471 | sqm | 17.23 ₹8,115.33 | 17.75 ₹8,360.25 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 using penetration grade bitumen 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 grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 471 | sqm | 255.88 ₹1.2 L | 263.59 ₹1.2 L |
| 1.01 | OD175770/2025-2026:Boundary Pillar / Guard stone 15x15x60 cm size, over concrete surface Reinforced cement concrete M15 grade of standard design as per IRC:25, fixed in position including finishing but excluding painting as per drawing and Technical Specification Clause 1704 (Modified data 8.16 of MoRTH). | 53 | 1 nos | 454.03 ₹24,063.59 | 467.72 ₹24,789.16 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 23.86 | cum | 560.51 ₹13,376.01 | 577.4 ₹13,779.07 |
| 1.01 | OD175769/2025-2026:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering.
Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge. | 1 | 1 nos | 8,021.91 ₹8,021.91 | 8,263.71 ₹8,263.71 |
Tender Value
Refer Docs
EMD Value
₹14,828
Closing Date
17 Feb 2026, 11:00 amClosed
NIMIL R T
LID EW Subdivision LSGD Iritty Block Panchayat
MP-LADS-2025-26 Sr.K Sudhakaran, Honarable MP (18th ls/Kannur) Chonnammakottam Anganvadi Road - Road Tarring in Koodali GP-General Civil Work
2026_LSGD_835053_5
DB/TEN/05/2025-26
Open Tender
Civil Works - Roads
Iritty
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,310
Yes
₹14,828
Yes
8 Jun 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Road Tarring
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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 using penetration grade bitumen 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 grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
OD175770/2025-2026:Boundary Pillar / Guard stone 15x15x60 cm size, over concrete surface Reinforced cement concrete M15 grade of standard design as per IRC:25, fixed in position including finishing but excluding painting as per drawing and Technical Specification Clause 1704 (Modified data 8.16 of MoRTH).
3.14:Construction of Subgrade and Earthen Shoulders 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.
OD175769/2025-2026:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering. Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge.
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