Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC KERALA KL | IDUKKI | KERALA | 685501 | ₹5.1 L | L1 | Accepted-AOC AGMT EXE |
| 2 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHANAVAS P K L2 | UMARUL FARIS P K L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | OD267727/2025-2026:Preparation of Foundation for Embankment plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means Scarifying/plugging the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers .(Modified from MORD 3.2 By excluding tipper & Loading equipment) | 238 | sqm | 3.32 ₹790.16 | 2 ₹476 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 35.7 | cum | 3,449.92 ₹1.2 L | 3,448 ₹1.2 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 238 | sqm | 80.18 ₹19,082.84 | 80 ₹19,040 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 238 | sqm | 18.73 ₹4,457.74 | 18 ₹4,284 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 238 | sqm | 289.47 ₹68,893.86 | 289 ₹68,782 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 4.5 | cum | 65.78 ₹296.01 | 65 ₹292.50 |
| 1.01 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | 11.25 | cum | 441.31 ₹4,964.74 | 441 ₹4,961.25 |
| 1.01 | OD288946/2025-2026: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 | 4.5 | cum | 1,641.88 ₹7,388.46 | 1,641 ₹7,384.50 |
| 1.01 | OD288907/2025-2026: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 labor charges etc. complete as per direction of departmental officers at site. | 27.9 | cum | 3,821.24 ₹1.1 L | 3,821 ₹1.1 L |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
29 Sept 2025, 6:00 pmClosed
Assistant Engineer
O/O AE, LSGD, KODUVALLY MUNCIPALITY
Please refer Tender documents.
2025_LSGD_800530_1
KDLYMCP/LSGD/AE/ET06(37)/25-26
Open Tender
Civil Works - Roads
270 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,125
Yes
₹12,711
Yes
30 Dec 2025
22 Sept 2025
1 Oct 2025
22 Sept 2025
29 Sept 2025
22 Sept 2025
Amount
Detailed Estimate
OD267727/2025-2026:Preparation of Foundation for Embankment plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means Scarifying/plugging the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers .(Modified from MORD 3.2 By excluding tipper & Loading equipment)
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry
OD288946/2025-2026: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
OD288907/2025-2026: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 labor charges etc. complete as per direction of departmental officers at site.
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)
OD290109/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. G.I. pipes ( Modified from DAR 10.26.3)
SHANAVAS P K (BID ID -2362823)
Bidder Name
SHANAVAS P K
UMARUL FARIS P K
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1328426.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