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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | ₹16.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.4 LRejected-Finance | ₹19.4 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Mohammed Abdul Jaleel L2 | VISHNUJITH.M L1 | Ummer VK L3 |
|---|---|---|---|---|---|---|
| 1.00DR SIDE PROTECTION WALL AND ROAD CONSTRUCTION | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 83.4 | cum | 405.74 ₹33,838.72 | 335.54 ₹27,984.04 | 419.87 ₹35,017.16 |
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 60.7 | cum | 4,120.4 ₹2.5 L | 3,407.51 ₹2.1 L | 4,263.88 ₹2.6 L |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 115.2 | cum | 61.43 ₹7,076.74 | 50.8 ₹5,852.16 | 63.56 ₹7,322.11 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 49.5 | cum | 3,067.51 ₹1.5 L | 2,536.79 ₹1.3 L | 3,174.32 ₹1.6 L |
| 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) | 74.25 | cum | 8,789.09 ₹6.5 L | 7,267.88 ₹5.4 L | 9,095.13 ₹6.8 L |
| 1.01 | OD57577/2025-2026::(Modified DSR Item Code 60.7.1)DRY RUBBLE MASONRY using Departmental rubble _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 55.2 | cum | 1,968 ₹1.1 L | 1,632.83 ₹90,132.22 | 2,036.53 ₹1.1 L |
| 1.01 | OD287703/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc.complete as per direction of Departmental officers at site | 97.7 | cum | 3,823.24 ₹3.7 L | 3,161.6 ₹3.1 L | 3,956.37 ₹3.9 L |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 21 | cum | 9,086.19 ₹1.9 L | 7,514.15 ₹1.6 L | 9,402.58 ₹2.0 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.84 | tonne | 92,301.89 ₹77,533.59 | 76,332.2 ₹64,119.05 | 95,515.88 ₹80,233.34 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
1 Nov 2025, 5:00 pmClosed
Asst. Executive Engineer,Pattambi Block Panchayath
Asst. Executive Engineer,Pattambi Block Panchayath
SC Corpus Fund- SC CORPUS 2023-24 NEDUMBATH PADI COLONY CHUNDAKKOL ROAD CONSTRUCTION IN THIRUVEGAPPURA GP- NEDUMBATH PADI COLONY CHUNDAKKOL ROAD CONSTRUCTION-General Civil Work
2025_LSGD_814592_1
05/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jan 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
DR SIDE PROTECTION WALL AND ROAD CONSTRUCTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (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)
OD57577/2025-2026::(Modified DSR Item Code 60.7.1)DRY RUBBLE MASONRY using Departmental rubble _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD287703/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD240927/2025-2026:Specification code: 51.18.12.5 (DAR) Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 40 mm nominal dia
OD262238/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer in charge at site
Mohammed Abdul Jaleel (BID ID -2420266)
Ummer VK (BID ID -2421891)
Bidder Name
Ummer VK
Mohammed Abdul Jaleel
VISHNUJITH.M
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