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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.0 LAccepted-AOC | L1 | Accepted-AOC . | |
| 2 | L2₹52.3 L+₹31,683.58 (0.61%)Rejected-AOC | L2 | Rejected-AOC . | |
| 3 | L3₹53.5 L+₹1.6 L (2.99%)Rejected-AOC | L3 | Rejected-AOC . | |
| 4 | L4₹57.6 L+₹5.6 L (10.9%)Rejected-AOC | L4 | Rejected-AOC . |
| Sl No | Description | Qty | Unit | SANTHOSH GEORGE L3 | MUHAMMED SAJID BK L2 | Marzooque K L1 | Sajeer C V K L4 |
|---|---|---|---|---|---|---|---|
| 1.00Shoulder concrete | |||||||
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 182.7 | cum | 8,284.13 ₹15,13,510.55 | 8,092.41 ₹14,78,483.31 | 8,043.37 ₹14,69,523.7 Lowest | 8,917.26 ₹16,29,183.4 |
| 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) | 8.22 | cum | 8,067.5 ₹66,355.19 | 7,880.79 ₹64,819.5 | 7,833.3 ₹64,428.89 Lowest | 8,684.07 ₹71,426.48 |
| 2.00BT cutting | |||||||
| 2.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 75.38 | cum | 2,945.05 ₹2,21,983.14 | 2,876.89 ₹2,16,845.58 | 2,859.46 ₹2,15,531.8 Lowest | 3,170.13 ₹2,38,948.55 |
| 2.00 | 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 | 75.38 | cum | 3,255.77 ₹2,45,403.66 | 3,180.42 ₹2,39,724.16 | 3,161.15 ₹2,38,271.68 Lowest | 3,504.6 ₹2,64,159.23 |
| 2.00 | 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 | 502.5 | sqm | 74.52 ₹37,446.3 | 72.79 ₹36,576.98 | 72.35 ₹36,355.88 Lowest | 80.21 ₹40,305.53 |
| 2.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 502.5 | sqm | 17.43 ₹8,758.58 | 17.02 ₹8,552.55 | 16.92 ₹8,502.3 Lowest | 18.76 ₹9,426.9 |
| 2.00 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 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. Case - I By Manual Means (II) Bitumen (S-65) | 502.5 | sqm | 197.84 ₹99,414.6 | 193.26 ₹97,113.15 | 192.09 ₹96,525.23 Lowest | 212.96 ₹1,07,012.4 |
| 2.01 | 5.12.A.1.2a:Seal Coat - Manual Means - Type A - Bitumen S-65 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 A. By Manual Means :- Case - I : Type A (II) Bitumen (S-65) | 502.5 | sqm | 102.28 ₹51,395.7 | 99.92 ₹50,209.8 | 99.31 ₹49,903.28 Lowest | 110.1 ₹55,325.25 |
Tender Value
₹57.6 L
EMD Value
₹50,000
Closing Date
23 Jun 2025, 3:00 pmClosed
Executive Engineer
PIU, KANNUR
Restoration Work
2025_KSRD_141976_1
LSGD/CEKSRRDA/15395/2025-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
29 Oct 2025
16 Jun 2025
24 Jun 2025
16 Jun 2025
23 Jun 2025
16 Jun 2025
Amount
Shoulder concrete
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
BT cutting
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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
75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 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. Case - I By Manual Means (II) Bitumen (S-65)
5.12.A.1.2a:Seal Coat - Manual Means - Type A - Bitumen S-65 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 A. By Manual Means :- Case - I : Type A (II) Bitumen (S-65)
Shoulder cutting
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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
MUHAMMED SAJID BK (BID ID -620064)
SANTHOSH GEORGE (BID ID -620059)
Sajeer C V K (BID ID -620060)
Bidder Name
SANTHOSH GEORGE
MUHAMMED SAJID BK
Marzooque K
Sajeer C V K
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