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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638 | -0.01% | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.7 L+₹12,731.77 (5.01%)Admitted-Fee/PreQual/Technical/Finance | +5.00% | ₹2.7 L+₹12,731.77 (5.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹6,353
Closing Date
3 Aug 2026, 11:30 amClosed
Sisir
Office of Assisitant Engineer LIDEW Section Chelem
Annual Plan-Chelembra GP.Pro.No. 134/2026-27-ARAPPOYIL ARU KARANGATTU ARU ROAD CONCRETE-General Civil Work
2026_LSGD_861743_8
ET02/2026-27/AE/LIDEW/CGP
Open Tender
Civil Works - Roads
Percentage
180 days
Chelembra
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,353
Yes
5 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | OD15638/2026-2027:(OD from DAR 2.8.1) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | - | cum | 344.22 | - |
| 1.002 | OD15641/2026-2027: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 (Ref: 60.7.1) | 1 | cum | 3,821.24 | ₹3,817.42 |
| 1.003 | OD15640/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | sqm | 33.75 | - |
| 1.004 | 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 | - | cum | 3,077.04 | - |
| 1.005 | 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) | - | cum | 8,784.48 | - |
| 1.006 | OD15639/2026-2027:Providing and fixing Granite of any colour and shade for Name Board of required size laid over
base of cement mortar 1:4(1cement 4 coarse sand)including all charges etc. complete at all
levels | - | each | 2,923.41 | - |
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BOQ_1457623.xls
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134NIT.pdf
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134SBD.pdf
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134Prelims.pdf
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134FOT.pdf
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134Affidavit.pdf
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