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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.2 L+₹45,112.33 (6.71%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRADEEPAN M L2 | SUKUMARAN.R.K. L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | 136.03 | cum | 70 ₹9,522.1 | 50.56 ₹6,877.68 Lowest |
| 1.00 | OD300516/2025-2026:Providing concrete for plain concrete for drain bed in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 11.6 | cum | 8,500 ₹98,600 | 8,005.55 ₹92,864.38 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 26.75 | cum | 8,500 ₹2,27,358 | 8,136.51 ₹2,17,635.37 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.5 | cum | 9,500 ₹42,750 | 8,845.82 ₹39,806.19 Lowest |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 0.78 | cum | 500 ₹390 | 420.38 ₹327.9 Lowest |
| 1.01 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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 | 2.25 | cum | 3,500 ₹7,875 | 3,141.6 ₹7,068.6 Lowest |
| 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 | 5.85 | cum | 3,800 ₹22,230 | 3,473.06 ₹20,317.4 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 | 39 | sqm | 90 ₹3,510 | 79.49 ₹3,100.11 Lowest |
| 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. | 39 | sqm | 20 ₹780 | 18.59 ₹725.01 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
18 Oct 2025, 5:00 pmClosed
Pranam K T
O/o The Assistant Engineer, LIDEW Section, Chittariparamba
Retarring, culvert
2025_LSGD_808386_7
AE/LSGD/CPBA/ETEN/03/26
Open Tender
Civil Works - Roads
Item Rate
180 days
Chittariparamba
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,948
Yes
3 Feb 2026
10 Oct 2025
22 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
Work Name:Annual Plan-Chittariparamba GP_ 129/26-Konnora Palachal Kareekkunnu Re-tarring and drainage Between CH: 0/000 to o/458-General Civil Work
h Hydraulic broom as per Technical Specification Clause 503.Ã75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.&75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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 <br> 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 b
itumen 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)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)
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