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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.3 L+₹1.2 L (7.88%)Rejected-AOC NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L2 | Rejected-AOC L2 |
Tender Value
₹16.9 L
EMD Value
₹42,361
Closing Date
3 Jul 2023, 5:00 pmClosed
Assistant Executive Engineer
AEE2 Main office Thiruvananthapuram Corporation
project number S0295/24-Sasthamanagalam ward Killi river gardens Surya Gardens Road Re- tarring Panayil lane Swathi Nagar Killi river Eurocorn interlocking
2023_LSGD_584189_22
02/AEE2/42976/TENDER/23-24
Open Tender
Civil Works - Roads
Item Rate
120 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,361
Yes
15 Aug 2023
26 Jun 2023
6 Jul 2023
26 Jun 2023
3 Jul 2023
26 Jun 2023
Amount
Road renovation
OD32696/2023-2024:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD64925/2023-2024:providing & laying of interlocking concrete block pavement having thickness 80 mm including laying of 6mm aggregate of thickness 5cm asper drawing and technical specification
2.2.1.B:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>(I) By Manual Means<br> (B) In area of thorny jungle
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
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.3.2pb:Seal Coat - Manual Means - Type C - 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 III : Type C <br> (II) Bitumen (S-65)
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)
OD32881/2023-2024:Rain water pit: Providing rain water pit by placing CC ring 100.00 cm diameter 30.00cm height & 100.00mm shell thickness &providing R.C.C precast slab 10.00cm thick wirg 40 mm PVC holes including earth work, labour charges etc completed as per E-I-C
MAHESH
Bidder Name
MAHESH
PRAMODKUMAR S B
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