Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.5 LAccepted-Finance | ₹60.5 L | L1 | Accepted-Finance L1 accepted |
| 2 | L2₹61.2 L+₹72,043 (1.19%)Rejected-Finance KOTTAVILA PUTHUVAL PUTHENVEEDU PARASALA P O PAVATHIYANVILA | THIRUVANANTHAPURAM | KERALA | 695001 | ₹61.2 L+₹72,043 (1.19%) | L2 | Rejected-Finance L2 rejected |
| 3 | L3₹64.6 L+₹4.2 L (6.89%)Rejected-Finance | ₹64.6 L+₹4.2 L (6.89%) | L3 | Rejected-Finance L3 rejected |
| 4 | L4₹66.8 L+₹6.3 L (10.4%)Rejected-Finance | ₹66.8 L+₹6.3 L (10.4%) | L4 | Rejected-Finance L4 rejected |
| 5 | L5₹69.7 L+₹9.2 L (15.2%)Rejected-Finance | ₹69.7 L+₹9.2 L (15.2%) | L5 | Rejected-Finance L5 rejected |
| Sl No | Description | Qty | Unit | shiras L3 | s.jayakumar L8 | BAIJU. S L1 | VINOD. S L5 | Thumpara L4 | SAJU K L2 | SHAJI BHADRAN L6 | Aneesh PT L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | |||||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 23.65 | cum | 374.73 ₹8,862.36 | 425 ₹10,051.25 | 350.56 ₹8,290.74 Lowest | 403.81 ₹9,550.11 | 387.01 ₹9,152.79 | 354.74 ₹8,389.6 | 442 ₹10,453.3 | 436 ₹10,311.4 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 466.43 | cum | 344.35 ₹1,60,613.45 | 413.4 ₹1,92,820.1 | 322.15 ₹1,50,258.81 Lowest | 371.07 ₹1,73,076.32 | 355.63 ₹1,65,874.72 | 325.98 ₹1,52,045.22 | 407 ₹1,89,834.98 | 400 ₹1,86,570 |
| 1.00 | OD396142/2025-2026:DRY RUBBLE MASONRY (without concrete levelling course) with departmental rubble (Without extra cost for bond atone) and packing to compactness to linesand levels cost and conveyance of all materials, labour charges etc. comlpete as per the directions of the departmental officers at site. | 17.74 | cum | 2,302.86 ₹40,848.13 | 2,759.9 ₹48,955.11 | 2,154.35 ₹38,213.86 Lowest | 2,481.3 ₹44,013.3 | 2,378.32 ₹42,186.64 | 2,180.02 ₹38,669.19 | 2,717 ₹48,194.15 | 2,600 ₹46,118.8 |
| 1.00 | OD395851/2025-2026:DRY RUBBLE MASONRY (without concrete levelling course) with hgood quality blasted rubble (Without extra cost for bond atone) and packing to compactness to linesand levels cost and conveyance of all materials, labour charges etc. comlpete as per the directions of the departmental officers at site. | 1,211.06 | cum | 4,153.46 ₹50,30,068.5 | 4,986.33 ₹60,38,719.88 | 3,885.63 ₹47,05,711.64 Lowest | 4,475.72 ₹54,20,343.08 | 4,289.55 ₹51,94,880.98 | 3,931.9 ₹47,61,747.15 | 5,000 ₹60,55,275 | 4,800 ₹58,13,064 |
| 1.00 | 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) | 60 | cum | 7,451.86 ₹4,47,111.6 | 8,946.14 ₹5,36,768.4 | 6,971.35 ₹4,18,281 Lowest | 8,030.04 ₹4,81,802.4 | 7,696.03 ₹4,61,761.8 | 7,054.36 ₹4,23,261.6 | 8,791 ₹5,27,460 | 8,600 ₹5,16,000 |
| 1.01 | 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 | 1.08 | tonne | 78,717.89 ₹85,015.32 | 94,502.73 ₹1,02,062.95 | 73,642 ₹79,533.36 Lowest | 84,825.49 ₹91,611.53 | 81,297.11 ₹87,800.88 | 74,518.91 ₹80,480.42 | 92,860 ₹1,00,288.8 | 91,706 ₹99,042.48 |
| 1.01 | OD395857/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
Construction of embankment with approved material obtained from borrow pits with a lift upto
1.5 m, transporting to site, spreading, grading to required slope and compacting to meet
requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification
Clause 301.5 | 1,428.94 | cum | 475.88 ₹6,80,003.97 | 571.3 ₹8,16,353.42 | 445.18 ₹6,36,135.51 | 512.8 ₹7,32,760.43 | 491.47 ₹7,02,281.14 | 450.49 ₹6,43,723.18 | 150 ₹2,14,341 Lowest | 550 ₹7,85,917 |
| 1.01 | OD396160/2025-2026:Suppling and fitting Name board of size 75x60 cm installed in the appropriate place visible to
public made of brick wall with granite plaque should be inserted and engraving letters etc
complete as per the direction of departmental officers at site . | 3 | each | 3,961.71 ₹11,885.13 | 4,756.13 ₹14,268.39 | 3,700 ₹11,100 Lowest | 4,269.09 ₹12,807.27 | 4,090.4 ₹12,271.2 | 3,750.38 ₹11,251.14 | 4,675 ₹14,025 | 5,000 ₹15,000 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 4:00 pmClosed
Assistant Engineer
Office of AEE Vamanapuram BP
GENERAL-Ambedkar Development Project 2025-26 - Ooranmmodu Unnathi-Peringammala Grama Panchayath, Vamanapuram Block-General Civil Work
2026_LSGD_862613_3
02/2026-27/AE/LIDEW/VMPM
Open Tender
Civil Works - Roads
Item Rate
VENJARAMOODU
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 1 | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | OD396142/2025-2026:DRY RUBBLE MASONRY (without concrete levelling course) with departmental rubble (Without extra cost for bond atone) and packing to compactness to linesand levels cost and conveyance of all materials, labour charges etc. comlpete as per the directions of the departmental officers at site. | 1 | cum | - | - |
| 1.004 | OD395851/2025-2026:DRY RUBBLE MASONRY (without concrete levelling course) with hgood quality blasted rubble (Without extra cost for bond atone) and packing to compactness to linesand levels cost and conveyance of all materials, labour charges etc. comlpete as per the directions of the departmental officers at site. | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | - | tonne | - | - |
| 1.007 | OD395857/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
Construction of embankment with approved material obtained from borrow pits with a lift upto
1.5 m, transporting to site, spreading, grading to required slope and compacting to meet
requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification
Clause 301.5 | - | cum | - | - |
| 1.008 | OD396160/2025-2026:Suppling and fitting Name board of size 75x60 cm installed in the appropriate place visible to
public made of brick wall with granite plaque should be inserted and engraving letters etc
complete as per the direction of departmental officers at site . | - | each | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
finance_1458986.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 • 0.21 MB
Tendernotice_2.pdf
PDF • 0.43 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1458986.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.07 MB
viewsbd.pdf
Tender Documents • 1.84 MB
aff.pdf
Tender Documents • 0.24 MB
fee.pdf
Tender Documents • 0.34 MB
fot.pdf
Tender Documents • 0.25 MB
pa.pdf
Tender Documents • 0.25 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 .