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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹10.2 L+₹12,458.21 (1.24%)Rejected-AOC | L2 | Rejected-AOC Higher rate hence not admitted |
| Sl No | Description | Qty | Unit | MUHAMMAD ASHRAF CP L1 | MUHAMMED FAISEL L2 |
|---|---|---|---|---|---|
| 1.00Improvement work between chainage 0/325km to 0/547km | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 38.71 | cum | 50.41 ₹1,951.52 Lowest | 51.02 ₹1,975.14 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 42.54 | cum | 868.49 ₹36,945.56 Lowest | 879.04 ₹37,394.36 |
| 1.00 | OD213635/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (without Form Work) | 10.64 | cum | 7,981.31 ₹84,889.21 Lowest | 8,078.25 ₹85,920.27 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 95.41 | cum | 8,111.88 ₹7,73,938.25 Lowest | 8,210.4 ₹7,83,337.84 |
| 1.00 | OD213633/2025-2026:(Modified OD 60.6. )PVC WEEP HOLES- Providing weep holes using 75mm dia.
PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance,
labour charges etc. complete. | 25 | 1 meter | 116 ₹2,900 Lowest | 117.61 ₹2,940.25 |
| 1.01 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 21.42 | sqm | 203 ₹4,348.26 Lowest | 205.9 ₹4,410.38 |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 39.42 | sqm | 394 ₹15,531.48 Lowest | 399.27 ₹15,739.22 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 270 | sqm | 15 ₹4,050 Lowest | 15.65 ₹4,225.5 |
| 1.01 | 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) | 270 | sqm | 288 ₹77,760 Lowest | 291.87 ₹78,804.9 |
Tender Value
₹10.2 L
EMD Value
₹25,418
Closing Date
9 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer LSGD LID and EW Section Kolachery Grama panchayath Post Kolachery Kannur. PIN 670601
Annual Plan-Project No.-156/26-Retarring and Side protection works to Kodippyil Mubarakk road in Kolachery Grama Panchayath-General Civil Work
2025_LSGD_792048_7
AE/LSGD/KGP/eT/2025-26(3)
Open Tender
Civil Works - Roads
Item Rate
150 days
KOLACHERY G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,418
Yes
5 Oct 2025
30 Aug 2025
11 Sept 2025
30 Aug 2025
9 Sept 2025
30 Aug 2025
Amount
Improvement work between chainage 0/325km to 0/547km
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD213635/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (without Form Work)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD213633/2025-2026:(Modified OD 60.6. )PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> 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 <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)
OD214086/2025-2026:Supplying, filling, spreading &amp; leveling stone boulders of size range 63 mm nominal size used as screenig materil , in the required thickness, for all leads &amp; lifts, all complete as per direction of Engineer -in- charges(modified DAR 23.5)
MUHAMMED FAISEL (BID ID -2329044)
Bidder Name
MUHAMMED FAISEL
MUHAMMAD ASHRAF CP
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