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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 | L1₹57.0 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹60.2 L+₹3.2 L (5.59%)Rejected-Finance | L2 | Rejected-Finance Second lowest | |
| 3 | L3₹60.5 L+₹3.5 L (6.11%)Rejected-Finance | L3 | Rejected-Finance Third lowest | |
| 4 | L4₹62.8 L+₹5.8 L (10.3%)Rejected-Finance | L4 | Rejected-Finance Forth lowest | |
| 5 | L5₹63.3 L+₹6.3 L (11.1%)Rejected-Finance | L5 | Rejected-Finance Fifth lowest. |
Tender Value
₹67.3 L
EMD Value
₹50,000
Closing Date
20 Sept 2024, 2:00 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. Roads division Thiruvananthapuram
40 mm CC
2024_PWD_689504_1
PWD/RB/TR/6105/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Palode
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
25 Nov 2024
6 Sept 2024
23 Sept 2024
6 Sept 2024
20 Sept 2024
6 Sept 2024
Amount
Road Improvement work
3.6: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 within all lifts and lead upto 1000m
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD1114/2022-2023:Supplying and stacking 24mm hard blue granite broken stone in standard heaps for measurement (IRC 3.2.1.a)
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
OD1115/2022-2023:Providing 40mm premixed bitumenous meadam over BT surface with departmental metal after cleaming with base and applying a tack coat of 2.5kg of bituman/10m2 and spreading the hot premix of (formed 0.22 m3 of 12mm metal and 22.08kg of bituman/10m2 rolling to dense spreading seal coat compraising of hot premix of 0.009 m3 of 6mm metal and 8.64kg of bituman/10m2) again rolling to dense surface including coast of bituman, all T&P,fuel,etc. cmplete (total usage of bituman-33.22kg/10m2)
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
M.Salahudeen
Sachin S Babu
K BABY NAIR
A SURESH KUMAR
RADHAKRISHNAN.K.A
S.SURESH
Bidder Name
M.Salahudeen
K BABY NAIR
A SURESH KUMAR
RADHAKRISHNAN.K.A
S.SURESH
Sachin S Babu
RAHUL S R
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1073190.pdf
boq_comp_chart.xlsx
xlsx
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