Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.8 L+₹9.68 (<0.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMED MUSTAFA C L2 | sivaprasad m L1 |
|---|---|---|---|---|---|
| 1.00Side Protection | |||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 14.7 | cum | 791.14 ₹11,629.76 | 791.13 ₹11,629.61 Lowest |
| 1.00 | OD31659/2026-2027::(Modified DSR Item Code 60.7.1)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 | 37.43 | cum | 3,494.58 ₹1,30,802.13 | 3,494.5 ₹1,30,799.14 Lowest |
| 1.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 5.03 | cum | 9,582.83 ₹48,153.72 | 9,582.8 ₹48,153.57 Lowest |
| 1.00 | 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 | 0.15 | tonne | 84,777.94 ₹12,801.47 Lowest | 84,777.94 ₹12,801.47 Lowest |
| 2.00Re concrete | |||||
| 2.00 | 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) | 9.8 | cum | 8,033.55 ₹78,728.79 | 8,032.92 ₹78,722.62 Lowest |
| 2.00 | OD31728/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm 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 | 1 | each | 2,355.58 ₹2,355.58 | 2,355.36 ₹2,355.36 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
25 Sept 2026, 3:00 pmClosed
AE
Office of AE Vilayur GP
Thottamukk Road Protection in Vilayur GP Proj No 71/26-27
2026_LSGD_870445_3
01/2026/AE/LIDEW/VLR
Open Tender
Civil Works - Roads
Item Rate
Vilayur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
₹8,466
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 14.7 | cum | - | - |
| 1.002 | OD31659/2026-2027::(Modified DSR Item Code 60.7.1)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 | 37.43 | cum | - | - |
| 1.003 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 5.03 | cum | - | - |
| 1.004 | 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 | 0.15 | tonne | - | - |
| 2Re concrete | |||||
| 2.001 | 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) | 9.8 | cum | - | - |
| 2.002 | OD31728/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm 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 | 1 | each | - | - |
stage.html
html • 0.02 MB
finance_1474904.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 • 0.22 MB
71nitsbd.pdf
Tender Documents • 2.69 MB
BOQ_1474904.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 .