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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.4 LAccepted-AOC | 1 | Accepted-AOC Being valid and lowest, the tender submitted by Sri Fasiludeen is aceepted and agreement executed with him | |
| 2 | 2₹14.7 L+₹1.3 L (9.52%)Rejected-AOC | 2 | Rejected-AOC Being valid and lowest, the tender submitted by Sri Fasiludeen is aceepted and agreement executed with him |
Tender Value
₹13.4 L
EMD Value
₹33,500
Closing Date
6 Jul 2021, 2:00 pmClosed
Assistant Engineer
LSGD Section, Pulimath GP
PULIMATH GRAMA PANCHAYATH 2020-21 S 315 RENOVATION OF KARETE BUS STAND - INTERLOCKING TILES PAVING
2021_LSGD_427643_1
315/AE/PLMT/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Karete Bus Stand
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
₹33,500
Yes
7 Nov 2021
26 Jun 2021
9 Jul 2021
26 Jun 2021
6 Jul 2021
26 Jun 2021
26 Jun 2021 - 2 Jul 2021
Amount
RECONCRETING
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)
PAVING OF INTERLOCKING TILES
11.1.1.1 : Excavation for StructuresEarthwork 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.I.Ordinary soil(i)Upto 3 m depth
od1156136/2021_2022 : Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and recompacting the aggregate received from scarifying with Static Roller.
od1156137/2021_2022 : 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 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. (MODIFIED ITEM OF 4.11.2 WITH OUT MOTOR GRADER)
od1156138/2021_2022 : Supplying and filling the existing trench with 40 mm broken stone as per material code M-358 to provide proper drainage to the road.
od1156139/2021_2022 : Modified Item of 6.7.1 : Interlocking Concrete Block Pavement<br><br>Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 (without Edge Block)
od1156140/2021_2022 : Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 (Vide Item No 8.1.B of Morth)
10.11 : Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
10.5 : Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
THOPPIL INFRASTRUCTURE PRIVATE LIMITED
Bidder Name
THOPPIL INFRASTRUCTURE PRIVATE LIMITED
FASILUDEEN A
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