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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.9 LAccepted-AOC | ₹3.9 L | l1 | Accepted-AOC L1 |
| 2 | l2₹4.0 LRejected-AOC | ₹4.0 L | l2 | Rejected-AOC L2 |
| 3 | L3₹4.5 LRejected-Finance ASSISTANT ENGINEER KERALA | IDUKKI | KERALA | 685533 | ₹4.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹4.8 LRejected-Finance ADIMALI G P | ₹4.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹5.2 LRejected-Finance | ₹5.2 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SARAVANAKUMAR S L5 | RENJITH S L6 | Adimali Labour Contract Cooperative Soceity L4 | Jose Varghese Mathew L3 | SPMBUILDERS L2 | DIWYA Construction L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00road concreting | |||||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 90 | cum | 250 ₹22,500 | 205.04 ₹18,453.60 | 189.66 ₹17,069.40 | 179.2 ₹16,128 | 157.88 ₹14,209.20 | 153.55 ₹13,819.50 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 6.05 | cum | 1,200 ₹7,260 | 941.83 ₹5,698.07 | 871.19 ₹5,270.70 | 823.16 ₹4,980.12 | 725.21 ₹4,387.52 | 705.34 ₹4,267.31 |
| 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 | 3.2 | cum | 8,500 ₹27,200 | 9,001.46 ₹28,804.67 | 8,326.35 ₹26,644.32 | 7,867.28 ₹25,175.30 | 6,931.12 ₹22,179.58 | 6,741.19 ₹21,571.81 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 6.35 | cum | 8,800 ₹55,880 | 9,304.36 ₹59,082.69 | 8,606.53 ₹54,651.47 | 8,132.01 ₹51,638.26 | 7,164.36 ₹45,493.69 | 6,968.04 ₹44,247.05 |
| 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) | 42 | cum | 9,500 ₹4.0 L | 9,563.75 ₹4.0 L | 8,845.77 ₹3.7 L | 8,358.72 ₹3.5 L | 7,364.09 ₹3.1 L | 7,162.29 ₹3.0 L |
| 1.01 | OD409324/2025-2026:PVC WEEP HOLE: Providing and fixing PVC Weep Hole using 75 mm outer dia. PVC pipes 64kgf/sq. cm
including cost of materials, conveyance, labour charges etc. complete | 7.7 | metre | 212 ₹1,632.40 | 120.66 ₹929.08 | 111.61 ₹859.40 | 105.46 ₹812.04 | 92.91 ₹715.41 | 90.36 ₹695.77 |
| 1.01 | OD350462/2025-2026:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost
,conveyance, Labour Charges etc.. Complete. | 1 | each | 3,500 ₹3,500 | 3,140.37 ₹3,140.37 | 2,904.59 ₹2,904.59 | 2,744.45 ₹2,744.45 | 2,417.88 ₹2,417.88 | 2,351.62 ₹2,351.62 |
Tender Value
₹5.2 L
EMD Value
₹12,945
Closing Date
5 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer,LSGD Section Devikulam
Annual Plan-DEVIKULAM GP 2025 -2026- WARD 3- CHITTIVARA SOUTH DIVISION SEKHAR HOUSE TO AYYAPPAN HOUSE ROAD CONCRETE (242/26)-ROAD CONCRETE-General Civil Work
2026_LSGD_831737_1
17/AE/LIDEW/DKLM/2025
Open Tender
Civil Works - Roads
120 days
DEVIKULAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,145
Yes
₹12,945
Yes
5 Mar 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
road concreting
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
OD409324/2025-2026:PVC WEEP HOLE: Providing and fixing PVC Weep Hole using 75 mm outer dia. PVC pipes 64kgf/sq. cm including cost of materials, conveyance, labour charges etc. complete
OD350462/2025-2026:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost ,conveyance, Labour Charges etc.. Complete.
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