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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹8.2 L+₹4,138.59 (0.51%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹9.0 L+₹85,893.67 (10.5%)Rejected-AOC | 3 | Rejected-AOC L3 |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
18 Jan 2023, 6:00 pmClosed
Assistant Executive Engineer
Office of Executive Engineer LID EW Division Kottayam 686002
Annual Plan-DPK 909/2022-23-Velloor Div- Velloor GP- Renovation of Vettikkattumukku Housing Colony Road-General Civil Work
2023_LSGD_547686_15
04/2022-23/AEE/LIDEW
Open Tender
Civil Works - Roads
Item Rate
120 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,173
Yes
2 Mar 2023
10 Jan 2023
21 Jan 2023
10 Jan 2023
18 Jan 2023
10 Jan 2023
Amount
Road maintenance
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)
OD337604/2022-2023:SCARIFYING the existing Bituminous surface then Spreading/laying and Compacting the scarified material and preparing a rigid stratum, for preparing WMM surface, using 3 wheeler 80-100kN static roller @16cum/hr etc complete
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates 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 III : Type C (II) Bitumen (S-65)
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
OD337605/2022-2023: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) (without form work for Irish drain)
OD337606/2022-2023:Supplying and fixing in position Granite Name Board clearly engraving the letters to a granite plaque of size 60cm X 45cm, granite slab of approved shade, colour and texture laid over 20mm thick cement mortar (1 cement:4 coarse sand) including all labour, material, conveyance charges etc complete
P P CHACKO
NEDIYORAM CONSTRUCTION
Bidder Name
K N SASIDHARAN
P P CHACKO
NEDIYORAM CONSTRUCTION
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