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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.6 LAccepted-AOC | L1 | Accepted-AOC L1 PARTY | |
| 2 | L2₹43.5 L+₹58,118.15 (1.35%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹44.4 L+₹1.5 L (3.60%)Rejected-Finance P NO 134 24 CONCRETING OF KALEEKKALAYYSTHU CHENKIVETH ROAD AT W 10 | PALAKKAD | KERALA | 678001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹44.9 L+₹2.0 L (4.57%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹45.2 L+₹2.3 L (5.38%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ASHRAF E M L5 | S Abdul Latheef L1 | Abdul Azeez S L2 | MUHAMMED SAMROOD L3 | SYAM SANKER L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||||
| 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 | 0.06 | Hectare | 41,958.2 ₹2,685.32 | 39,886 ₹2,552.7 | 40,357.1 ₹2,582.85 | 42,378.2 ₹2,712.2 | 4,300 ₹275.2 Lowest |
| 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. | 55.83 | cum | 2,213.31 ₹1,23,558.03 | 2,104.01 ₹1,17,456.36 | 2,128.85 ₹1,18,843.05 | 2,236 ₹1,24,824.7 | 2,099 ₹1,17,176.68 Lowest |
| 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 | 111.65 | cum | 8,020.3 ₹8,95,466.5 | 7,624.24 ₹8,51,246.4 Lowest | 7,714.25 ₹8,61,296.01 | 7,708 ₹8,60,598.2 | 7,875 ₹8,79,243.75 |
| 1.00 | 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) | 167.47 | cum | 8,521.3 ₹14,27,104.72 | 8,100.5 ₹13,56,631.24 Lowest | 8,196.13 ₹13,72,646.87 | 8,300 ₹13,90,042.5 | 8,415 ₹14,09,302.13 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 13.4 | tonne | 89,489.64 ₹11,98,982.2 | 84,517.95 ₹11,32,371.49 Lowest | 86,074.77 ₹11,53,229.77 | 90,500 ₹12,12,519 | 89,999 ₹12,05,806.6 |
| 1.01 | 10.20:Road Markers/Road Stud with Lens Reflector 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. | 150 | each | 158.03 ₹23,704.5 | 150.22 ₹22,533 Lowest | 152 ₹22,800 | 157 ₹23,550 | 155 ₹23,250 |
| 1.01 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 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 exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation 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 | 12.6 | sqm | 7,964.61 ₹1,00,354.09 | 7,571.3 ₹95,398.38 Lowest | 7,660.69 ₹96,524.69 | 8,044 ₹1,01,354.4 | 7,860 ₹99,036 |
| 2.00yard concrete | ||||||||
| 2.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 6.12 | cum | 229.55 ₹1,405.99 | 218.21 ₹1,336.54 Lowest | 220.79 ₹1,352.34 | 230 ₹1,408.75 | 225 ₹1,378.13 |
Tender Value
₹50.7 L
EMD Value
₹50,000
Closing Date
2 Jul 2026, 6:00 pmClosed
ASHARAJ R
AE LSGD KAYAMKULAM
Annual Plan Kayamkulam Muncipality 2025 2026 RAILWAY TERMINAL BUS STAND ROAD
2026_LSGD_857266_1
12/2026/AEE/LID EW/KYLM/IPHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
KAYAMKULAM MUNCIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Sept 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 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 | - | Hectare | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.006 | 10.20:Road Markers/Road Stud with Lens Reflector 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. | - | each | - | - |
| 1.007 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 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 exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation 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 | 1 | sqm | - | - |
| 2yard concrete | |||||
| 2.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
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