Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | L1 | Accepted-Finance Found Satisfactory | |
| 2 | L2₹3.9 L+₹21 (<0.01%)Accepted-Finance | L2 | Accepted-Finance Found Satisfactory |
| Sl No | Description | Qty | Unit | JITHIN XAVIER L2 | K P XAVIER L1 |
|---|---|---|---|---|---|
| 1.00road maintenance | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 70.52 | sqm | 312 ₹22,002.24 Lowest | 312 ₹22,002.24 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 570 | sqm | 15.7 ₹8,949 Lowest | 15.7 ₹8,949 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65) | 570 | sqm | 289 ₹1,64,730 Lowest | 289 ₹1,64,730 Lowest |
| 1.00 | OD433893/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 140 | sqm | 31 ₹4,340 Lowest | 31 ₹4,340 Lowest |
| 1.00 | OD433892/2025-2026:Providing Plain cement concrete for road work exclusive of formwork CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of coarse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) modified 75.8.1 | 21 | cum | 9,195 ₹1,93,095 | 9,194 ₹1,93,074 Lowest |
Tender Value
Refer Docs
EMD Value
₹9,835
Closing Date
4 Mar 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION MALAYATTOOR NEELEESWARAM GP
Annual Plan Malayattoor GP Proj No347 2526 Amala Road renovation ward 14 General Civil Work
2026_LSGD_839423_5
7 AE LSGD MN 25/26
Open Tender
Civil Works - Roads
Item Rate
MALAYATTOOR NEELEESWARAM GP
REFER ETENDER DETAILS
7 documents required · 7 mandatory
₹870
Yes
₹9,835
Yes
23 Jun 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
road maintenance
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65)
OD433893/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
OD433892/2025-2026:Providing Plain cement concrete for road work exclusive of formwork CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of coarse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) modified 75.8.1
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.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 • 2.07 MB
viewsbd_merged.pdf
Tender Documents • 1.81 MB
BOQ_1414547.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 .