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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.2 L+₹7,624.09 (0.50%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M V Sivaraman L1 | SHAJI.K.K L2 |
|---|---|---|---|---|---|
| 1.00TILE PAVING | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.07 | Hectare | 42,075.92 ₹3,029.47 Lowest | 42,287.83 ₹3,044.72 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.12 | cum | 59.72 ₹425.21 Lowest | 60.02 ₹427.34 |
| 1.00 | 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 | 1.8 | cum | 394.48 ₹710.06 Lowest | 396.47 ₹713.65 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 126 | cum | 14.36 ₹1,809.36 Lowest | 14.43 ₹1,818.18 |
| 1.00 | OD63037/2025-2026: 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 | 71.55 | cum | 846.63 ₹60,576.38 Lowest | 850.89 ₹60,881.18 |
| 1.01 | OD208964/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 4.48 | cum | 3,717.16 ₹16,652.88 Lowest | 3,735.88 ₹16,736.74 |
| 1.01 | 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 | 0.84 | cum | 8,834.07 ₹7,420.62 Lowest | 8,878.56 ₹7,457.99 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.03 | tonne | 89,740.74 ₹3,051.19 Lowest | 90,192.7 ₹3,066.55 |
| 1.01 | 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. (ii) Using Gravel mix soil. | 83.04 | cum | 2,219.52 ₹1,84,308.94 Lowest | 2,230.69 ₹1,85,236.5 |
Tender Value
₹16.9 L
EMD Value
₹42,345
Closing Date
26 Aug 2025, 5:00 pmClosed
AE
o/o Asst.Executive Engineer Vellangallur BP LSGD subdivision
Vellangalur BP 2025-26 It park-Vibes IT Park Road construction pro.No 46/26
2025_LSGD_786901_1
Annual plan Vellangalur BP 2025-26 It park-Vibes IT Park Road construction pro.No 46/2
Open Tender
Civil Works - Roads
Item Rate
120 days
Vellangallur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,345
Yes
19 Sept 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
26 Aug 2025
19 Aug 2025
Amount
TILE PAVING
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD63037/2025-2026: 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
OD208964/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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. (ii) Using Gravel mix soil.
OD63038/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 [ conforming to IS 15658: 2006, for medium traffic low volume roads ] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tile in lines and levels as per the direction of the departmental officers at site, inclusive of all cost & amp; conveyance charge etc. complete [morth 55.23 modified]
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)
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
OD209962/2025-2026:Artist wall painting with acrylic emulsion paint of approved brand and manufacture, first coat as plain background and second coat as artistic or further coats to finish the picture if necessary over a prepared even and smooth surface by applaying white cement based putty of average thickness 1mm and one of water thinnable primer of approved brand and manufacture.
10.2.A.1.2:Traffic Signs<br>A. Retro-reflectorised Traffic Signs <br> 1 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 <br> 2 600 mm Equilateral Triangle
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.3:Direction and Place Identification signs upto 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>(iii) 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 RCC Post 100 mm x 100 mm 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 Technical Specification Clause 1701
OD213325/2025-2026:Supplying and fixing 18mm thick granite name board of any colour, including labour for fixing carriage etc.
SHAJI.K.K (BID ID -2309281)
Bidder Name
SHAJI.K.K
M V Sivaraman
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