Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | SHIYAS L1 | JAFAR K K L2 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 1.00 | OD534730/2025-2026:(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 | 109.2 | cum | 344.1 ₹37,575.72 Lowest | 350 ₹38,220 |
| 1.00 | OD534748/2025-2026:Providing concrete for plain/reinforced concrete (Without form work) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.84 | cum | 7,950 ₹6,678 Lowest | 8,000 ₹6,720 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 11.06 | cum | 8,080 ₹89,364.8 Lowest | 8,100 ₹89,586 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 7.56 | cum | 8,546 ₹64,607.76 Lowest | 8,600 ₹65,016 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.78 | tonne | 92,253 ₹71,680.58 Lowest | 93,000 ₹72,261 |
| 1.01 | 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. | 6 | cum | 65.78 ₹394.68 Lowest | 66 ₹396 |
| 1.01 | OD534821/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 mm cm in depth ,consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m as per direction of site engineer -in -charge | 7.8 | cum | 445.65 ₹3,476.07 Lowest | 450 ₹3,510 |
| 1.01 | OD534721/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 18 | cum | 3,034 ₹54,612 Lowest | 3,100 ₹55,800 |
| 1.01 | OD534723/2025-2026: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) | 18 | cum | 8,446 ₹1,52,028 Lowest | 8,500 ₹1,53,000 |
Tender Value
₹5.0 L
EMD Value
₹12,584
Closing Date
3 Jul 2026, 4:00 pmClosed
ASSISTANT ENGINEER LSGD
Office of the Assistant Engineer, LID AND EW Section, Thenhippalam Grama Panchayat
Kadakkattupara Ration peedika Kolomath Road Completion S0340/2
2026_LSGD_857381_4
T03/AE/TLPM/2026-27
Open Tender
Civil Works - Roads
Item Rate
THENJIPPALAM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,110
₹12,584
17 Aug 2026
24 Jun 2026
4 Jul 2026
24 Jun 2026
3 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | OD534730/2025-2026:(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 | - | - |
| 1.002 | OD534748/2025-2026:Providing concrete for plain/reinforced concrete (Without form work) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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. | - | cum | - | - |
| 1.007 | OD534821/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 mm cm in depth ,consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m as per direction of site engineer -in -charge | 1 | cum | - | - |
| 1.008 | OD534721/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.009 | OD534723/2025-2026: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 | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.28 MB
BOQ_1449376.xls
BOQ • 0.31 MB
NIT.pdf
Tender Documents • 0.03 MB
AFFI.pdf
Tender Documents • 0.23 MB
viewsbd.pdf
Tender Documents • 1.95 MB
IPACT.pdf
Tender Documents • 0.23 MB
EPAY.pdf
Tender Documents • 0.23 MB
PA.pdf
Tender Documents • 0.26 MB
FOT.pdf
Tender Documents • 0.25 MB
TIMEEXTENSION.pdf
PDF • 0.18 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 .