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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC agrmnt exctd |
| 2 | Rejected-Technical PULLIYIL MADASSERY HOUSE MELMURI P O MALAPPURAM PIN 676516 | MALAPPURAM | MALAPPURAM | KERALA | 676516 | - | - | Rejected-Technical high rate |
| Sl No | Description | Qty | Unit | PM MOHAMMED AYOOB L2 | K CHEKKU HAJI L1 |
|---|---|---|---|---|---|
| 1.00improvement works | |||||
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.84 | cum | 9,987.76 ₹18,377.48 Lowest | 9,987.76 ₹18,377.48 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | 1,01,460.43 ₹5,377.4 Lowest | 1,01,460.43 ₹5,377.4 Lowest |
| 1.00 | OD526365/2025-2026:(OD from 10.25.2.) Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 391.4 | kg | 180.04 ₹70,467.66 Lowest | 180.04 ₹70,467.66 Lowest |
| 1.00 | OD526367/2025-2026:[OD from DAR13.48.1] Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | 27.6 | sqm | 201.34 ₹5,556.98 Lowest | 201.34 ₹5,556.98 Lowest |
| 2.00re tarring works | |||||
| 2.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 138 | sqm | 16.17 ₹2,231.46 Lowest | 16.17 ₹2,231.46 Lowest |
| 2.00 | 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 | 10.35 | cum | 3,794.22 ₹39,270.18 Lowest | 3,794.22 ₹39,270.18 Lowest |
| 2.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 138 | sqm | 87.85 ₹12,123.3 Lowest | 87.85 ₹12,123.3 Lowest |
| 2.00 | 5.2.3a:Tack Coat <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. | 138 | sqm | 18.55 ₹2,559.9 Lowest | 18.55 ₹2,559.9 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,350
Closing Date
10 Jul 2026, 5:00 pmClosed
Jithesh S
ASSISTANT ENGINEER LID EW section Koottilangadi GP
Koottilangadi GP Improvement works to Malora Kiliyarnath road in ward No 13 pro no 95
2026_LSGD_858648_15
03-Etender/2026-27/AE/LSGD/KTD
Open Tender
Civil Works - Roads
Item Rate
koottilangadi
Please refer Tender documents.
3 documents required · 3 mandatory
₹560
Yes
₹6,350
Yes
19 Aug 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1improvement works | |||||
| 1.001 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.002 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.003 | OD526365/2025-2026:(OD from 10.25.2.) Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 1 | kg | - | - |
| 1.004 | OD526367/2025-2026:[OD from DAR13.48.1] Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | - | sqm | - | - |
| 2re tarring works | |||||
| 2.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 2.002 | 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 | 1 | cum | - | - |
| 2.003 | 5.1.1a:Prime Coat :- Low porosity <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 | - | sqm | - | - |
| 2.004 | 5.2.3a:Tack Coat <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. | - | sqm | - | - |
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