Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-AOC | 1 | Accepted-AOC Agreement executed by the lowest bidder | |
| 2 | 2₹8.8 L+₹5,842.38 (0.67%)Rejected-AOC | 2 | Rejected-AOC Agreement executed by the lowest bidder |
| Sl No | Description | Qty | Unit | M M JOHN L2 | KRISHNA KUMAR L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD195839/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface | 4.33 | cum | 8,400 ₹36,363.6 | 8,306.25 ₹35,957.76 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 481.6 | sqm | 20 ₹9,632 | 18.9 ₹9,102.24 Lowest |
| 1.00 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical Means Type A (II) Bitumen (S-65) | 481.6 | sqm | 250 ₹1,20,400 | 247.03 ₹1,18,969.65 Lowest |
| 1.00 | 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. | 25.65 | cum | 70 ₹1,795.5 | 66.84 ₹1,714.45 Lowest |
| 1.00 | OD262398/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade. | 17.35 | cum | 950 ₹16,482.5 | 947.54 ₹16,439.82 Lowest |
| 1.01 | OD262390/2025-2026:Item Code: 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 etc complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 17.1 | cum | 3,200 ₹54,720 | 3,142.84 ₹53,742.56 Lowest |
| 1.01 | 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) | 40.91 | cum | 9,600 ₹3,92,764.8 | 9,563.75 ₹3,91,281.7 Lowest |
| 1.01 | OD253374/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) Manual means in foundation trenches or drains (Not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming bottom, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m (All kinds of soil) | 16.31 | cum | 400 ₹6,524 | 374.76 ₹6,112.34 Lowest |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.11 | cum | 9,050 ₹19,095.5 | 9,001.46 ₹18,993.08 Lowest |
Tender Value
₹8.7 L
EMD Value
₹21,757
Closing Date
29 Jan 2026, 4:00 pmClosed
Assistant Engineer, Pookottukavu GP
Office of the Assistant Engineer, Pookottukavu GP
ET-04/25-26/AE/LSGD/PKV-2-Annual Plan 2025-26-Pookottukavu Grama Panchayat - Pookottukavu Anganawadi road renovation-Proj.No.90/25-26
2026_LSGD_828408_2
T-04/2025-26/AE/LSGD/PKV
Open Tender
Civil Works - Roads
Item Rate
180 days
Pookottukavu
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,920
Yes
₹21,757
Yes
12 Oct 2026
17 Jan 2026
31 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
Retarring
OD195839/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical Means Type A (II) Bitumen (S-65)
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.
OD262398/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade.
OD262390/2025-2026:Item Code: 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 etc complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD253374/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) Manual means in foundation trenches or drains (Not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming bottom, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m (All kinds of soil)
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
12.5.3: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 III. R.C.C grade M 20
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
10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1390714.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 • 0.62 MB
BOQ_1390714.xls
BOQ • 0.31 MB
sbd.pdf
Tender Documents • 1.85 MB
nit.pdf
Additional Documents • 0.04 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 .