Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹8.1 LAccepted-AOC | ₹8.1 L | l1 | Accepted-AOC l1 |
| 2 | l2₹8.6 LRejected-AOC | ₹8.6 L | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | P.SACHIDANANTHAN L1 | sasikumar L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 265.75 | sqm | 51.01 ₹13,555.91 | 52 ₹13,819 |
| 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 | 44.73 | cum | 3,337.88 ₹1.5 L | 4,000 ₹1.8 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) | 58.01 | cum | 9,563.75 ₹5.5 L | 9,700 ₹5.6 L |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.6 | cum | 1,834.08 ₹6,602.69 | 2,000 ₹7,200 |
| 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 | 1.5 | cum | 9,001.46 ₹13,502.19 | 9,100 ₹13,650 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.5 | cum | 9,554.21 ₹42,993.95 | 9,600 ₹43,200 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.29 | tonne | 1,00,437.31 ₹29,026.38 | 1,10,000 ₹31,790 |
| 1.01 | OD279864/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire
charges etc complete using GI hollow tube of size 80X40X1.4mm post,40mmX20mmX1.4mm
outer frame,0.6mm 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. | 1 | sqm | 3,300 ₹3,300 | 4,000 ₹4,000 |
Tender Value
₹8.1 L
EMD Value
₹20,328
Closing Date
27 Jan 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section,Perumat
2025-2026 PRO NO 128 KAMBALATHARA MILK SOCIETY ROAD MAINTENANCE IN PERUMATTY GP
2026_LSGD_828243_7
3 AE LID AND EW PRTY 2025-26
Open Tender
Civil Works - Roads
300 days
Perumatty
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,795
Yes
₹20,328
Yes
20 Apr 2026
17 Jan 2026
28 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
ROAD CONCRETE
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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)
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD279864/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80X40X1.4mm post,40mmX20mmX1.4mm outer frame,0.6mm 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.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
techsummary_1390863.pdf
finsummary_1390863.pdf
aoc.pdf
finance_1390863.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 • 0.79 MB
BOQ_1390863.xls
BOQ • 0.23 MB
epay.pdf
Tender Documents • 0.01 MB
integrity.pdf
Tender Documents • 0.01 MB
affidavit.pdf
Tender Documents • 0.01 MB
ft.pdf
Tender Documents • 0.02 MB
sbd2.pdf
Tender Documents • 0.49 MB
pa.pdf
Tender Documents • 0.02 MB
Download all tender documents and submit your bid