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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical KAPPUR GRAMA PANCHAYATH | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | MUNEER P L1 | VENUGOPALAN P L4 | MUHAMMED ABDURAHIMAN P V L3 | RIJIN A L6 | RASIYA P M L7 | MUHAMMED SHAFI P.A. L2 | PWD CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00new work road concreting | ||||||||||
| 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 | 0.03 | Hectare | 32,078.47 ₹898.2 Lowest | 35,270 ₹987.56 | 35,162.95 ₹984.56 | 35,248 ₹986.94 | 39,650.73 ₹1,110.22 | 32,549.38 ₹911.38 | 35,318.34 ₹988.91 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 16.65 | cum | 37.23 ₹619.88 Lowest | 40 ₹666 | 40.81 ₹679.49 | 44 ₹732.6 | 46.02 ₹766.23 | 37.78 ₹629.04 | 40.99 ₹682.48 |
| 1.00 | OD58760/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 32.52 | cum | 1,595.15 ₹51,874.28 Lowest | 1,753 ₹57,007.56 | 1,748.53 ₹56,862.2 | 1,914 ₹62,243.28 | 1,971.69 ₹64,119.36 | 1,618.56 ₹52,635.57 | 1,756.26 ₹57,113.58 |
| 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) | 44.51 | cum | 6,514.82 ₹2,89,942.06 Lowest | 7,162 ₹3,18,744.81 | 7,141.25 ₹3,17,821.33 | 7,822 ₹3,48,118.11 | 8,052.67 ₹3,58,384.08 | 6,610.46 ₹2,94,198.52 | 7,172.81 ₹3,19,225.91 |
| 1.00 | OD55514/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 2,960.8 ₹2,960.8 Lowest | 3,080 ₹3,080 | 3,245.49 ₹3,245.49 | 3,555 ₹3,555 | 3,659.71 ₹3,659.71 | 3,004.26 ₹3,004.26 | 3,251.38 ₹3,251.38 |
Tender Value
₹6 L
EMD Value
₹15,000
Closing Date
16 Sept 2026, 4:00 pmClosed
Chandradasan KK
Block Development Officer, Thrithala
MPLADS 25-26-Mullankunnu Kozhikkara Kallettukavu Temple road ward 8 Kappur GP.
2026_CRD_867981_5
B-800/26
Open Tender
Civil Works - Roads
Item Rate
120 days
Kappur GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,325
Yes
₹15,000
Yes
22 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1new work road concreting | |||||
| 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 | 0.03 | Hectare | - | - |
| 1.002 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 16.65 | cum | - | - |
| 1.003 | OD58760/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 32.52 | 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) | 44.51 | cum | - | - |
| 1.005 | OD55514/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | - | - |
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