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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹9.3 L+₹7,628.59 (0.82%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
16 Jan 2023, 6:00 pmClosed
Assistant Enginee
Office of the Assistant Engineer LID and EW Section Kumbalanghi Grama Panchayat
Annual Plan-228 23 2022 23 Construction of Culvert across Kallancheri Road in Ward no 15 of Kumbalanghy grama panchayath General Civil Work
2023_LSGD_547623_7
4/2022-23/AE/LIDEW/KGP
Open Tender
Civil Works - Roads
Item Rate
330 days
Kumbalanghi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
18 Aug 2023
9 Jan 2023
18 Jan 2023
9 Jan 2023
16 Jan 2023
9 Jan 2023
Amount
Cross Drain
OD336220/2022-2023:putting up ring bund1.00m width at bottom ,0.60m at top and 1.50m height using 1/3 split coconut post and 1/4 split wailing peices and screening /tatching with double new coconut cadjans with 1/6 th split bamboo repers tied 50cm c/c with coir yarm and filling soft clay etc complete.
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<br> IV. R.C.C grade M 20
OD336173/2022-2023:Bailing out water using 5 HP pump -BAILING OUT WATER WITH 5HP engine and pump set including conveyance to site and erection ,cost of fuel,lubrication oil and other stores, pay of staff etc. complete Modified 60.2.2.
2.5.1.B: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> (I) By Manual Means <br> (B) Cement Concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD336192/2022-2023:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. 60.7.2
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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
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)
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
ANTONY JUDE
Bidder Name
ANTONY JUDE
UNNI JUDE
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