Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹4,575.99 (1.16%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.0 L+₹6,219.01 (1.58%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.1 L+₹12,838.40 (3.27%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | anil kumar L2 | P S Sunilkumar L1 | praveenkumar L4 | P J Constructions L3 |
|---|---|---|---|---|---|---|---|
| 1.00Tiling | |||||||
| 1.00 | 4.1.A.3: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. (iii) For Grading III Material | 28.38 | cum | 3,187.54 ₹90,462.39 | 3,000 ₹85,140 Lowest | 3,200 ₹90,816 | 3,194.3 ₹90,654.23 |
| 1.00 | OD96883/2026-2027:Providing and Laying Interlocking concrete block pavements having thickness 80 mm over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical specification clause 1504 | 258 | sqm | 1,058.44 ₹2,73,077.52 | 1,050 ₹2,70,900 Lowest | 1,070 ₹2,76,060 | 1,061 ₹2,73,738 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.84 | cum | 8,634.84 ₹24,557.48 Lowest | 9,186.73 ₹26,127.06 | 9,000 ₹25,596 | 8,654 ₹24,611.98 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.25 | cum | 940 ₹1,175 | 941.83 ₹1,177.29 | 300 ₹375 Lowest | 887.2 ₹1,109 |
| 1.00 | OD166785/2026-2027:Providing and laying non-pressure NP2 class(light duty) R.C.C.pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2(1 cement :2 coarse sand) including testing
of joints etc. complete: 300mm dia R.C.C. pipe Modified DAR 19.6.4 | 5 | metre | 940 ₹4,700 Lowest | 1,166.85 ₹5,834.25 | 1,900 ₹9,500 | 1,099 ₹5,495 |
| 1.01 | OD96885/2026-2027:Supplying and fixing name board | 1 | each | 3,412.2 ₹3,412.2 | 3,630 ₹3,630 | 3,300 ₹3,300 Lowest | 3,419.4 ₹3,419.4 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
LID and EW Section Pattanakakd BP
Annual Plan-Pattanakkad BP-2026-27-Proj no. 160/27-Paving tiles to P S Ferry Pulluveli Muttingal road in ward 13 of Kodamthuruth GP
2026_LSGD_870308_1
2/AE/PKDBP/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattanakkad
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
₹10,590
9 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tiling | |||||
| 1.001 | 4.1.A.3: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. (iii) For Grading III Material | 28.38 | cum | - | - |
| 1.002 | OD96883/2026-2027:Providing and Laying Interlocking concrete block pavements having thickness 80 mm over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical specification clause 1504 | 258 | sqm | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.84 | cum | - | - |
| 1.004 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.25 | cum | - | - |
| 1.005 | OD166785/2026-2027:Providing and laying non-pressure NP2 class(light duty) R.C.C.pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2(1 cement :2 coarse sand) including testing
of joints etc. complete: 300mm dia R.C.C. pipe Modified DAR 19.6.4 | 5 | metre | - | - |
| 1.006 | OD96885/2026-2027:Supplying and fixing name board | 1 | each | - | - |
stage.html
html • 0.02 MB
finance_1474655.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
NITpsferry.pdf
Other Document • 0.03 MB
SBDpsferry.pdf
Tender Documents • 1.64 MB
BOQ_1474655.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .