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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED VIA COUNSIL RESOLUTION | |
| 2 | L2₹5.3 L+₹119 (0.02%)Rejected-AOC NISARI NALLUR FEROKE P O CALICUT 673 631 | KOZHIKODE | KERALA | 673631 | L2 | Rejected-AOC rejected | |
| 3 | L3₹5.8 L+₹49,070 (9.22%)Rejected-Finance | L3 | Rejected-Finance HIGHER | |
| 4 | L4₹6.0 L+₹69,926 (13.1%)Rejected-Finance | L4 | Rejected-Finance HIGHER | |
| 5 | L5₹6.2 L+₹90,041 (16.9%)Rejected-Finance | L5 | Rejected-Finance HIGHER |
Tender Value
₹6.7 L
EMD Value
₹16,630
Closing Date
29 Nov 2023, 6:00 pmClosed
Assistant Engineer
OFFICE OF ASSISTANT ENGINEER FEROKE MUNICIPALITY
ROAD CONCRETE, FOOTPATH, CULVERT
2023_LSGD_624057_1
AE/LID EW/FM/2023-24/07
Open Tender
Civil Works - Roads
Item Rate
180 days
Feroke Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,470
Yes
₹16,630
Yes
27 Dec 2023
22 Nov 2023
2 Dec 2023
22 Nov 2023
29 Nov 2023
22 Nov 2023
Amount
DETAILED ESTIMATE
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
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
2.5.2.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> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
11.1.1.1:Excavation for Structures <br> Earthwork 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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
11.4.2.1: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> (i) Nominal mix (1:2.5:5)
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
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
OD63136/2023-2024: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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.
OD137038/2023-2024:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
OD78197/2023-2024:Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling &amp; testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 (DAR BASED ON 50.18.9.10.1)PVC pipe 150 mm outer dia 6kgf/cm2 Add 5% for wastage etc. on (A)
ANJAL.P
Musthafa P
Muhammed Ismail A K
SAIDALAVI T
Bidder Name
Musthafa P
SAIDALAVI T
SHIJUL RAJ V K
ANJAL.P
Muhammed Ismail A K
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