Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹84,956.05 (11.8%)Rejected-AOC PULIMOOTTIL H PALLARIMANGALAM AE LSGD PALLARIMANGALAM G P PALLARIMANGALAM | THRISSUR | KERALA | 680667 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJI K KOYA L1 | IBRAHIM.P.K L2 |
|---|---|---|---|---|---|
| 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. | 69.81 | sqm | 323.59 ₹22,590.79 Lowest | 380 ₹26,528.94 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 79.89 | sqm | 418.33 ₹33,418.29 Lowest | 450 ₹35,948.25 |
| 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. | 1,125 | sqm | 18.9 ₹21,262.5 Lowest | 25 ₹28,125 |
| 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) | 1,125 | sqm | 302.65 ₹3,40,481.25 Lowest | 350 ₹3,93,750 |
| 1.00 | OD50811/2025-2026:Demolishing stone rubble masonry manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer -in- Charges:
In cement mortar | 6 | cum | 2,648.14 ₹15,888.84 Lowest | 2,900 ₹17,400 |
| 1.01 | OD50812/2025-2026:60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
Departmental officers at site | 3 | cum | 1,787.53 ₹5,362.59 Lowest | 1,900 ₹5,700 |
| 1.01 | 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 | 9.54 | cum | 441.5 ₹4,211.91 Lowest | 490 ₹4,674.6 |
| 1.01 | OD50814/2025-2026:60.7.1 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 | 34.01 | cum | 4,160.22 ₹1,41,493.24 Lowest | 4,500 ₹1,53,049.5 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.21 | cum | 9,887.04 ₹11,973.21 Lowest | 10,000 ₹12,110 |
Tender Value
₹7.2 L
EMD Value
₹18,007
Closing Date
9 Jul 2025, 5:00 pmClosed
Assistant Engineer
Municipal Office, Kothamangalam.
GENERAL-ANNUAL PROJECT 2025-26- PROJECT NO 139/26 PVIP CANAL BUND ROAD BALANCE PROTION RETARRING PAKKOLITHANDU ROAD RETARRING CHARALMALI ROAD SIDE KETTU RETARRING SHABARIYAR COLONY ROAD LINK ROAD LINK ROAD OLIPPARA ROAD SIDE KETTU RETARRING
2025_LSGD_773713_1
LSGD/CELSGD/20891/2025-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Kothamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
₹18,007
5 Sept 2025
2 Jul 2025
11 Jul 2025
2 Jul 2025
9 Jul 2025
2 Jul 2025
Amount
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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.2.2pb: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.
75.5.11.1.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)
OD50811/2025-2026:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: In cement mortar
OD50812/2025-2026:60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
OD50814/2025-2026:60.7.1 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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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)
IBRAHIM.P.K (BID ID -2245530)
Bidder Name
SAJI K KOYA
IBRAHIM.P.K
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 • 0.03 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 .