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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₹7.0 LAccepted-AOC | l1 | Accepted-AOC award | |
| 2 | l2₹7.3 L+₹29,532.63 (4.24%)Rejected-Finance | l2 | Rejected-Finance l2 | |
| 3 | l3₹7.3 L+₹30,252.92 (4.35%)Rejected-Finance MAKAYIRAM KIDANGAYAM NORTH ALAPPAD GRAMA PANCHAYATHU | KOTTAYAM | KERALA | 686102 | l3 | Rejected-Finance l3 | |
| 4 | l4₹7.9 L+₹90,383.33 (13.0%)Rejected-Finance | l4 | Rejected-Finance l4 | |
| 5 | l5₹8.1 L+₹1.1 L (15.9%)Rejected-Finance | l5 | Rejected-Finance l5 |
| Sl No | Description | Qty | Unit | Navas N L2 | PRAVEENKUMAR S L5 | ANILKUMAR P L3 | J HARIKUMAR L1 | KDLCCSQ1182 L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Re concreting | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 390 | sqm | 14.59 ₹5,690.1 | 20 ₹7,800 | 14.6 ₹5,694 | 13.99 ₹5,456.1 Lowest | 16.3 ₹6,357 |
| 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 | 29.25 | cum | 3,417.21 ₹99,953.39 | 4,000 ₹1,17,000 | 3,420.58 ₹1,00,051.97 | 3,278.06 ₹95,883.26 Lowest | 3,825 ₹1,11,881.25 |
| 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 | 390 | sqm | 73.23 ₹28,559.7 | 20 ₹7,800 Lowest | 73.3 ₹28,587 | 70.24 ₹27,393.6 | 82 ₹31,980 |
| 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. | 390 | sqm | 17.22 ₹6,715.8 | 20 ₹7,800 | 17.24 ₹6,723.6 | 16.52 ₹6,442.8 Lowest | 19.27 ₹7,515.3 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 30.95 | sqm | 294.82 ₹9,124.68 | 200 ₹6,190 Lowest | 295.11 ₹9,133.65 | 282.82 ₹8,753.28 | 330 ₹10,213.5 |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 27.64 | sqm | 381.14 ₹10,534.71 | 200 ₹5,528 Lowest | 381.52 ₹10,545.21 | 365.62 ₹10,105.74 | 426 ₹11,774.64 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 435 | sqm | 14.39 ₹6,259.65 | 20 ₹8,700 | 14.4 ₹6,264 | 13.8 ₹6,003 Lowest | 16.1 ₹7,003.5 |
| 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) | 825 | sqm | 275.74 ₹2,27,485.5 | 350 ₹2,88,750 | 276.02 ₹2,27,716.5 | 264.52 ₹2,18,229 Lowest | 298 ₹2,45,850 |
| 1.01 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 0.24 | cum | 8,014.82 ₹1,923.56 | 9,000 ₹2,160 | 8,022.74 ₹1,925.46 | 7,688.46 ₹1,845.23 Lowest | 8,200 ₹1,968 |
Tender Value
₹8.0 L
EMD Value
₹19,901
Closing Date
21 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
fASEELA BEEVI A
AE LID AND EW MNPLY
Annual plan-S0/128-25 Pallimukk palathara road maintenance in ward 2
2025_LSGD_768570_2
07/2025/AE/LIDEW/MNPY
Open Tender
Civil Works - Roads
Item Rate
270 days
AE LID AND EW MNPLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,760
Yes
₹19,901
Yes
16 Aug 2025
11 Jun 2025
23 Jun 2025
11 Jun 2025
21 Jun 2025
11 Jun 2025
Amount
Re concreting
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 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.
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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 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)
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD58500/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish,lead upto50mand lift upto1.5m
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)
11.4.4: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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
Navas N (BID ID -2228538)
ANILKUMAR P (BID ID -2229402)
KDLCCSQ1182 (BID ID -2229562)
PRAVEENKUMAR S (BID ID -2229244)
Bidder Name
J HARIKUMAR
PRAVEENKUMAR S
ANILKUMAR P
KDLCCSQ1182
Navas N
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