Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | ₹6.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹6.5 LRejected-Finance | ₹6.5 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | KRISHNAN L4 | A M Yousaf L1 | VISHNUJITH.M L3 | MUHAMMED ALI P.S. L6 | MOHAMMED ALI P L2 | MOHAMMED MUSTHAFA P. L5 | SAIFUDHEEN P L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||||||
| 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. | 84.95 | cum | 54.42 ₹4,622.98 | 51.47 ₹4,372.38 | 52.14 ₹4,429.29 | 57.98 ₹4,925.4 | 51.47 ₹4,372.38 | 56.3 ₹4,782.69 | 61.69 ₹5,240.57 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 21.38 | cum | 2,717.03 ₹58,076.52 | 2,827.65 ₹60,441.02 | 2,603.55 ₹55,650.88 | 2,895.61 ₹61,893.66 | 2,570.5 ₹54,944.44 | 2,811.83 ₹60,102.87 | 3,080.86 ₹65,853.38 |
| 1.00 | OD428547/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers , and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 4.11 | cum | 2,569.65 ₹10,561.26 | 1,803.09 ₹7,410.7 | 1,826.51 ₹7,506.96 | 2,738.54 ₹11,255.4 | 2,431.06 ₹9,991.66 | 2,659.3 ₹10,929.72 | 2,913.74 ₹11,975.47 |
| 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) | 50.97 | cum | 7,784.89 ₹3,96,795.84 | 7,364.09 ₹3,75,347.67 | 7,459.73 ₹3,80,222.44 | 8,296.55 ₹4,22,875.15 | 7,365.04 ₹3,75,396.09 | 8,056.5 ₹4,10,639.81 | 8,827.34 ₹4,49,929.52 |
| 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 | 19.4 | cum | 359.36 ₹6,973.02 | 339.96 ₹6,596.58 | 344.37 ₹6,682.16 | 383 ₹7,431.73 | 339.99 ₹6,597.17 | 371.91 ₹7,216.54 | 407.5 ₹7,907.13 |
| 1.01 | 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 | 4.85 | cum | 7,327.2 ₹35,544.25 | 6,931.12 ₹33,622.86 | 7,021.14 ₹34,059.55 | 7,808.76 ₹37,880.29 | 6,932.02 ₹33,627.23 | 7,582.82 ₹36,784.26 | 8,308.34 ₹40,303.76 |
| 1.01 | OD371667/2025-2026: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 sit (60.7.1) | 39.96 | cum | 3,386.42 ₹1,35,331.5 | 3,074.96 ₹1,22,884.63 | 3,244.97 ₹1,29,678.74 | 3,608.99 ₹1,44,226.07 | 3,203.78 ₹1,28,032.66 | 3,504.56 ₹1,40,052.73 | 3,839.88 ₹1,53,453.12 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.14 | tonne | 82,153.85 ₹11,419.39 | 77,713.33 ₹10,802.15 | 78,722.37 ₹10,942.41 | 87,553.4 ₹12,169.92 | 77,723.2 ₹10,803.52 | 85,020.16 ₹11,817.8 | 93,154.8 ₹12,948.52 |
| 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 | 3.46 | cum | 8,048.04 ₹27,886.46 | 8,250 ₹28,586.25 | 8,467.12 ₹29,338.57 | 8,577 ₹29,719.31 | 7,614 ₹26,382.51 | 8,328.84 ₹28,859.43 | 9,125.73 ₹31,620.65 |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
20 Jan 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DIST PANCHAYATH PALAKKAD
Annual Plan-DP 2025-26 NEDUMBRAKADU K O L K U N D U N A G A R SAMAGRAVIKASANAM - WARD 8 IN KOPPAM GP
2025_LSGD_824585_15
11/AEE/2025-26 DT-29.12.2025
Open Tender
Civil Works - Others
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,176
Yes
28 Feb 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
Road concreting
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) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD428547/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers , and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (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)
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
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
OD371667/2025-2026: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 sit (60.7.1)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
OD371700/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1387869.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.04 MB
Tendernotice_2.pdf
PDF • 0.04 MB
Tendernotice_3.pdf
PDF • 0.14 MB
Tendernotice_4.pdf
PDF • 0.06 MB
Tendernotice_5.pdf
PDF • 0.07 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 2.24 MB
BOQ_1387869.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid