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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.8 LAccepted-AOC | 1 | Accepted-AOC AOC | |
| 2 | 2₹36.6 L+₹80,537.03 (2.25%)Rejected-Finance | 2 | Rejected-Finance Second lowest rate | |
| 3 | Rejected-Technical | - | Rejected-Technical Highest rate | |
| 4 | Rejected-Technical | - | Rejected-Technical Fourth lowest rate | |
| 5 | Rejected-Technical | - | Rejected-Technical Third lowest rate |
Tender Value
₹41.0 L
EMD Value
₹50,000
Closing Date
16 Nov 2023, 6:00 pmClosed
Executive Engineer
Harbour Engineering Division, Alappuzha
Upgradation of Coastal road in Alappuzha District _ Ezhakkadavu Bund road - balance work in Chennithala Thripperunthara Grama Panchayath in Ward no.12 -General Civil Work
2023_HED_618524_1
HED/CEHED/TR/177/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
150 days
Thripperunthara Grama Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
₹50,000
Yes
5 Feb 2024
2 Nov 2023
20 Nov 2023
2 Nov 2023
16 Nov 2023
2 Nov 2023
Amount
OD4329/2023-2024:Scarifying the existing bituminous road to a depth of 150mm and its rolling with three wheel 80-100KN static roller to get required compaction as per the departmental officers at site including all labour charges hire charges etc complete( Based on MoRD 3.2 )
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.
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
10.5:Painting Two Coats on New Concrete Surfaces <br> Painting 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
10.20:Road Markers/Road Stud with Lens Reflector <br> Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
Retaining wall
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.1: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
OD4469/2023-2024:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
protection
16.20:Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete block 45x45x60 cm of mix1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I stapes on wooden plugs or tied to 6 mm barnibs with G.I binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately):
MANOJ R
KAMARUDEEN N
K.V.SUDIN
ANISHZACHARIAH
Bidder Name
ANISHZACHARIAH
WILSON V
MANOJ R
KAMARUDEEN N
K.V.SUDIN
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