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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹6.1 L+₹12,191.40 (2.05%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | DEVASIA T D L1 | SAJITH P P L4 | shabeer mangadan L2 | DINESAN P K L3 |
|---|---|---|---|---|---|---|---|
| 1.00New bus stand old thavakkaa road | |||||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 15 | cum | 44.9 ₹673.5 Lowest | 52.55 ₹788.25 | 45.82 ₹687.3 | 48.37 ₹725.55 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 2.16 | cum | 44.9 ₹96.98 Lowest | 52.55 ₹113.51 | 45.82 ₹98.97 | 48.37 ₹104.48 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.58 | cum | 7,393.2 ₹4,258.48 Lowest | 8,653.4 ₹4,984.36 | 7,544.42 ₹4,345.59 | 7,964.49 ₹4,587.55 |
| 1.00 | OD262544/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size
in cement mortar 1:6 for foundation and basement including all cost of materials, labour
charges etc. (MOD 50.6.7.1 of DAR) | 4.32 | cum | 5,959.17 ₹25,743.61 Lowest | 6,974.93 ₹30,131.7 | 6,081.06 ₹26,270.18 | 6,419.65 ₹27,732.89 |
| 1.00 | 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. | 43.96 | cum | 2,041.42 ₹89,740.82 Lowest | 2,389.39 ₹1,05,037.58 | 2,083.18 ₹91,576.59 | 2,199.17 ₹96,675.51 |
| 1.01 | OD107485/2025-2026:Interlocking Concrete Block Pavment providing and Laying of Interlocking Concrete Block
Pavements having thickness 80mm , M30 as per drawings and technical specification Clause
1504.Beddingwith 6mm aggregate and filling joints with sand.Sand as per table 1500.5 Bed
=60.00x3.75 x0.03=6.75cum Joints =60x0.08x0.1=0.48cum | 439.6 | sqm | 882.39 ₹3,87,898.64 Lowest | 1,032.8 ₹4,54,018.88 | 900.44 ₹3,95,833.42 | 950.58 ₹4,17,874.97 |
| 1.01 | 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) | 8.25 | cum | 7,847.19 ₹64,739.32 Lowest | 9,184.78 ₹75,774.44 | 8,007.7 ₹66,063.53 | 8,453.56 ₹69,741.87 |
| 1.01 | OD262739/2025-2026:12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
(Based on 13.1.1) | 40.6 | sqm | 316.37 ₹12,844.62 Lowest | 370.3 ₹15,034.18 | 322.84 ₹13,107.3 | 340.82 ₹13,837.29 |
| 1.01 | OD262760/2025-2026:Wall painting with acrylic emulsion paint of approved brand and manufacture
to give an even shade :
Two or more coats on new work. (Based on13.60.1 ) | 40.6 | sqm | 147.91 ₹6,005.15 Lowest | 173.12 ₹7,028.67 | 150.94 ₹6,128.16 | 159.33 ₹6,468.8 |
Tender Value
₹6.8 L
EMD Value
₹16,932
Closing Date
24 Sept 2025, 6:00 pmClosed
Assistant Engineer
mUNICIPAL KORPORATION KANNUR
Annual Plan KMC Proj No 1415 24 25 INTERLOCK IN VARIOUS PLACES IN AAYIKKARA Interlocking
2025_LSGD_798027_3
AE3/2/LSGD/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur muncipal corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,932
Yes
15 Nov 2025
16 Sept 2025
27 Sept 2025
16 Sept 2025
24 Sept 2025
16 Sept 2025
Amount
New bus stand old thavakkaa road
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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
OD262544/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
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.
OD107485/2025-2026:Interlocking Concrete Block Pavment providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm , M30 as per drawings and technical specification Clause 1504.Beddingwith 6mm aggregate and filling joints with sand.Sand as per table 1500.5 Bed =60.00x3.75 x0.03=6.75cum Joints =60x0.08x0.1=0.48cum
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)
OD262739/2025-2026:12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (Based on 13.1.1)
OD262760/2025-2026:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (Based on13.60.1 )
OD162060/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.
OD162059/2025-2026:Lettering with black Japan pint of approved brand and manufacture
shabeer mangadan (BID ID -2355972)
DINESAN P K (BID ID -2355918)
SAJITH P P (BID ID -2354348)
Bidder Name
SAJITH P P
DEVASIA T D
DINESAN P K
shabeer mangadan
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