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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC CHADAYAMANGALAM BLOCK PANCHAYATH CHADAYAMANGALAM KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.9 L+₹2,538.79 (0.29%)Rejected-Finance KOUSTHUBHAM KARINGANNOOR VELINALLOOR KOLLAM 691516 | KOLLAM | KERALA | 691516 | L2 | Rejected-Finance L2 | |
| 3 | L3₹9.4 L+₹54,763.31 (6.20%)Rejected-Finance KERALA | KOLLAM | KERALA | 691504 | L3 | Rejected-Finance L3 |
Tender Value
₹10.2 L
EMD Value
₹25,422
Closing Date
7 Oct 2022, 6:00 pmClosed
The Assistant Engineer, LSGD Section, VELINALLOOR
The Assistant Engineer, LSGD Section, VELINALLOOR Grama Panchayat,KOLLAM
Annual Plan-SO0069/23-2022-23 Annual plan fund-Maintenance of Attoorkonam anganwadi-puthusseri kaithari road in Velinalloor GP ward(SO0069/23)
2022_LSGD_511453_1
01/2022/AE/LIDEW/VLNR/II
Open Tender
Civil Works - Roads
Item Rate
120 days
VELINALLOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,422
Yes
5 Dec 2022
29 Sept 2022
10 Oct 2022
29 Sept 2022
7 Oct 2022
29 Sept 2022
Amount
Bitumen resurfacing
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> 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.
OD82432/2022-2023:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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)
OD96073/2022-2023:MORD: Supplying and fixing information name board of size 75X60 using GI pipes as post 1mm MS steel surrounded by MS angles including painting lettering and fixing in concrete etc complete
Road concrete
OD82485/2022-2023:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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)
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)
DR masonry, raising side protection wall
OD94852/2022-2023:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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 specifications.
OD87541/2022-2023:DRY RUBBLE MASONRY _ using departmental rubble Random rubble masonry with hard stone, including Through/Bond 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 specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
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)
OD95794/2022-2023::Filling with contractors own earth( excluding rock)in open areas not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5mas per direction of site Engineer-in - charge
OD95838/2022-2023:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (51.2.3)
MURALEEDHARAN V
SANTHOSH M K
Bidder Name
SHARAFUDEEN M
SANTHOSH M K
MURALEEDHARAN V
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