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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.3 L+₹41,434.61 (5.98%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.4 L+₹47,340.76 (6.83%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | VENUGOPALAN L2 | P SASIKUMAR L1 | M RADAKRISHNAN L3 |
|---|---|---|---|---|---|---|
| 1.00Road side Protection | ||||||
| 1.00 | OD41031/2025-2026: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 | 3.84 | cum | 374.75 ₹1,439.04 | 353.62 ₹1,357.9 Lowest | 380 ₹1,459.2 |
| 1.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.48 | cum | 9,001.45 ₹4,320.7 | 8,493.78 ₹4,077.01 Lowest | 9,010 ₹4,324.8 |
| 1.00 | 12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 7.6 | cum | 10,063.4 ₹76,501.97 | 9,495.82 ₹72,187.22 Lowest | 10,080 ₹76,628.16 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.28 | tonne | 1,00,437.3 ₹27,821.13 | 94,772.65 ₹26,252.02 Lowest | 1,00,600 ₹27,866.2 |
| 1.00 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | 2.22 | cum | 11,947.75 ₹26,524.01 | 11,273.9 ₹25,028.06 Lowest | 11,980 ₹26,595.6 |
| 1.01 | 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 | 0.23 | tonne | 1,00,926.1 ₹22,809.3 | 95,233.59 ₹21,522.79 Lowest | 1,01,000 ₹22,826 |
| 1.01 | 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) | 0.51 | cum | 9,186.7 ₹4,685.22 | 8,668.6 ₹4,420.99 Lowest | 9,210 ₹4,697.1 |
| 1.01 | OD36154/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (irrigation OD) | 8 | metre | 117.8 ₹942.4 | 111.16 ₹889.28 Lowest | 120 ₹960 |
| 1.01 | OD89470/2025-2026: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 | 1.09 | cum | 3,144.4 ₹3,443.12 | 2,967.07 ₹3,248.94 Lowest | 3,200 ₹3,504 |
Tender Value
₹7.3 L
EMD Value
₹18,367
Closing Date
23 Jul 2025, 5:00 pmClosed
Assistant Engineer
LID EW section Vellinezhi GP
Annual Plan-VELLINEZHI GP., 2025-26, PRO. NO. 89- CHIRAPARAMBU VADAKKEKKARA ROAD SIDE PROTECTION CULVERT, WARD- 10-General Civil Work
2025_LSGD_776477_20
ET/01/AE/LID EW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Vellinezhi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,620
Yes
₹18,367
Yes
20 Sept 2025
14 Jul 2025
25 Jul 2025
14 Jul 2025
23 Jul 2025
14 Jul 2025
Amount
Road side Protection
OD41031/2025-2026: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
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
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
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)
OD36154/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (irrigation OD)
OD89470/2025-2026: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)
Side Protection
OD41362/2025-2026: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
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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD41380/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
VENUGOPALAN (BID ID -2256484)
M RADAKRISHNAN (BID ID -2259551)
Bidder Name
P SASIKUMAR
M RADAKRISHNAN
VENUGOPALAN
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