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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.6 L+₹762.26 (0.10%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | Rejected-Technical CHATHANNOOR VENDOR S JAYASHANKAR | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MANOHARAN K L1 | Sreelal S-PWD Contractor L2 | Alexander L3 |
|---|---|---|---|---|---|---|
| 1.00retarring and berm concrete | ||||||
| 1.00 | OD154043/2025-2026:Providing concrete for plain/reinforced concrete for pot hole filling in reconcrete
1.P.C.C. grade M 10
(i) Nominal mix 1:3:6 | 0.81 | cum | 8,637.96 ₹7,039.94 Lowest | 8,646.61 ₹7,046.99 | 8,654.4 ₹7,053.34 |
| 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) | 11.25 | cum | 9,535.1 ₹1,07,269.88 Lowest | 9,544.66 ₹1,07,377.43 | 9,553.25 ₹1,07,474.06 |
| 1.00 | 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. | 555 | sqm | 15.98 ₹8,868.9 Lowest | 15.99 ₹8,874.45 | 16.01 ₹8,885.55 |
| 1.00 | 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 | 41.62 | cum | 3,743.14 ₹1,55,808.2 Lowest | 3,746.89 ₹1,55,964.3 | 3,750.26 ₹1,56,104.57 |
| 1.00 | 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 | 555 | sqm | 80.21 ₹44,516.55 Lowest | 80.29 ₹44,560.95 | 80.36 ₹44,599.8 |
| 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. | 555 | sqm | 18.86 ₹10,467.3 Lowest | 18.88 ₹10,478.4 | 18.9 ₹10,489.5 |
| 1.01 | 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 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 555 | sqm | 302.04 ₹1,67,632.2 Lowest | 302.35 ₹1,67,804.25 | 302.62 ₹1,67,954.1 |
| 1.01 | OD154061/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift up to 1.5m | 163 | sqm | 36.68 ₹5,978.84 Lowest | 36.71 ₹5,983.73 | 36.75 ₹5,990.25 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 24.61 | cum | 9,168.36 ₹2,25,633.34 Lowest | 9,177.54 ₹2,25,859.26 | 9,185.81 ₹2,26,062.78 |
Tender Value
₹7.6 L
EMD Value
₹19,066
Closing Date
6 Aug 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant engineer
Office of the Assistant Engineer, LIDEW Section, Adhichanalloor Grama Panchayat
Adhchanalloor GP 2025-26 (Pro no 102/25-26) Post office jn muthal Cashew factory vare road maintenance in ward 14(second reach)
2025_LSGD_779486_7
02/AE/LIDEW/ADNR/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Adhichanalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,066
Yes
23 Sept 2025
28 Jul 2025
7 Aug 2025
28 Jul 2025
6 Aug 2025
28 Jul 2025
Amount
retarring and berm concrete
OD154043/2025-2026:Providing concrete for plain/reinforced concrete for pot hole filling in reconcrete 1.P.C.C. grade M 10 (i) Nominal mix 1:3:6
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)
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.
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
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
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.
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 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD154061/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift up to 1.5m
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1: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
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)
Sreelal S-PWD Contractor (BID ID -2270389)
Alexander (BID ID -2270404)
Bidder Name
Alexander
Sreelal S-PWD Contractor
MANOHARAN K
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