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Tender ID
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₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.5 L+₹41,721.55 (5.18%)Rejected-Finance PARAYIL THIKIDIMAYIL ROAD NAVIKARANAM | MALAPPURAM | KERALA | 670612 | L2 | Rejected-Finance L2 | |
| 3 | L2₹8.5 L+₹41,721.55 (5.18%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 4 | L3₹8.6 L+₹56,764.90 (7.05%)Rejected-Finance KANJIRATHUNKAL ERAVIMANGALAM P O | L3 | Rejected-Finance L3 |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
2 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SECRETERY
Block Panchayath, Kaduthuruthy
MPLADS 2024-25 CONSTRUCTION OF MANTHATTUKUNNU KOOVELI ROAD VALLOMTHADOM WARD 8 OF NJEEZHOOR G P
2025_CRD_764944_2
MPLADS MANTHATTUKUNNU KOOVELI
Open Tender
Civil Works - Roads
Item Rate
180 days
NJEEZHOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,176
Yes
29 Sept 2025
23 Jun 2025
3 Jul 2025
23 Jun 2025
2 Jul 2025
24 Jun 2025
Amount
ROAD WORK
OD485921/2024-2025:Surface dressing of road upto 150mm depth including all cost , labour etc complete.
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.1.2pb:Seal Coat - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates<br> 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 <br> A. By Manual Means <br> Case I : 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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD483509/2024-2025:DRY RUBBLE MASONRY :- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site ( Modified DAR Spec 60.7.1 )
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)
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)
OD485908/2024-2025:Supplying and fixing granite name board with engraved letters showing the details of work , size and matters as per the direction of departmental officials
K P BABY (BID ID -2235194)
JOHNSON JOSE (BID ID -2238572)
K K SEBASTIAN, KK Constructions (BID ID -2238480)
Bidder Name
K K SEBASTIAN, KK Constructions
Johny Joseph, Panakuzhy Constructions
K P BABY
JOHNSON JOSE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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