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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹45.7 L+₹67,066.83 (1.49%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹48.9 L+₹3.9 L (8.61%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹49.8 L+₹4.8 L (10.6%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹50.8 L+₹5.7 L (12.8%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
24 Mar 2025, 1:00 pmClosed
AEE
EE LID EW DIV KSD
VIDYANAGAR NEERCHAL MUNDYATHADUKKA ROAD DRAINAGE CONSTRUCTION
2025_LSGD_750838_1
157/24-25
Open Tender
Civil Works - Roads
Item Rate
270 days
CHENGALA GP
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jun 2025
15 Mar 2025
26 Mar 2025
15 Mar 2025
24 Mar 2025
15 Mar 2025
Amount
DRAINAGE
15.6:Maintenance of Drains <br> The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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
3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
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
11.4.2.2: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> (ii) Nominal mix 1:2.5:5 (Hand mixing)
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
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD464656/2024-2025:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.
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)
OD464552/2024-2025:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings excluding painting. (Based on MoRTH 8.20)
OD464607/2024-2025:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD464682/2024-2025:Providing and applying two coats of ready mixed paint of approved brand on steel surface after through cleaning of surface to give an even shade
OD467030/2024-2025:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
ABDUL KHADER FAIZAL A M (BID ID -2171704)
ABDUL RAHIMAN K (BID ID -2171670)
ABOOBACKER SIDDIK S U (BID ID -2171545)
MOHAMMED RASHID P H (BID ID -2171496)
Bidder Name
MOHAMMED RASHID P H
ABDUL RAHIMAN K
ABDUL KHADER FAIZAL A M
ABOOBACKER SIDDIK S U
MUNAFFIR C A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1216033.pdf
boq_comp_chart.xlsx
xlsx
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