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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 | 1₹16.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹18.7 L+₹1.9 L (11.5%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ROBY XAVIER L1 | P.T.XAVIER L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | OD215646/2024-2025:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous road Surface to a Depth of 150 mm by Mechanical Means and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site | 1,350 | sqm | 14 ₹18,900 Lowest | 17 ₹22,950 |
| 1.00 | OD228148/2024-2025:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(with roller) | 133.5 | cum | 475 ₹63,412.5 | 400 ₹53,400 Lowest |
| 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 | 202.5 | cum | 3,400 ₹6,88,500 Lowest | 4,000 ₹8,10,000 |
| 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 | 1,350 | sqm | 78 ₹1,05,300 Lowest | 80 ₹1,08,000 |
| 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. | 1,350 | sqm | 18 ₹24,300 Lowest | 20 ₹27,000 |
| 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) | 1,350 | sqm | 280 ₹3,78,000 Lowest | 320 ₹4,32,000 |
| 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) | 19.8 | cum | 8,500 ₹1,68,300 Lowest | 9,000 ₹1,78,200 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 14.4 | cum | 360 ₹5,184 Lowest | 360 ₹5,184 Lowest |
| 1.01 | OD215647/2024-2025:DRY RUBBLE MASORY-Dry rubble masonry with hard stone, in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per approved drawing and relevant technical specification | 42.3 | cum | 4,000 ₹1,69,200 Lowest | 4,000 ₹1,69,200 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
3 Apr 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer LID EW Division Kottayam
Construction Of Thannamthara-Puthuvel Mutherimada Road in Ward-06 of Kumarakom GP-MLA-LAC-ADS Ettumanoor Constituency 20905 Construction Of Thannamthara Puthuvel Mutherimada Road in Ward 06 of Kumarakom GP General Civil Work
2025_LSGD_754349_25
12/2024-25/EE/LID EW
Open Tender
Civil Works - Roads
Item Rate
60 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,357
Yes
8 Sept 2025
27 Mar 2025
4 Apr 2025
27 Mar 2025
3 Apr 2025
27 Mar 2025
Amount
OD215646/2024-2025:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous road Surface to a Depth of 150 mm by Mechanical Means and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site
OD228148/2024-2025:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(with roller)
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.
75.5.11.1.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)
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD215647/2024-2025:DRY RUBBLE MASORY-Dry rubble masonry with hard stone, in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per approved drawing and relevant technical specification
OD248126/2024-2025:Coconut pile- Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end, Details for one post of 6mt long 15numbers perday 6x5=90m Details for 90m lenth
OD248504/2024-2025:Coconut Pile -Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete
OD228184/2024-2025:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.(Backfilling)(other than upper kuttanad areas)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD230337/2024-2025:Supplyingand fixing name board
P.T.XAVIER (BID ID -2184825)
Bidder Name
P.T.XAVIER
ROBY XAVIER
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