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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-Finance GAFOOR P | ₹4.6 L | 1 | Accepted-Finance Intact |
| Sl No | Description | Qty | Unit | GAFOOR. P. L1 |
|---|---|---|---|---|
| 1.00ROAD | ||||
| 1.00 | 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. | 18.6 | sqm | 402.25 ₹7,481.85 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 636 | sqm | 18.58 ₹11,816.88 |
| 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) | 636 | sqm | 280.21 ₹1.8 L |
| 1.00 | 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 | 17.24 | cum | 393.22 ₹6,779.11 |
| 1.00 | 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) | 17.24 | cum | 8,750.19 ₹1.5 L |
| 2.00DRAINAGE | ||||
| 2.00 | 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. | 20.16 | cum | 70.25 ₹1,416.24 |
| 2.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 11.7 | cum | 8,547.45 ₹1.0 L |
| 2.00 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.29 | cum | 9,964.05 ₹2,869.65 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
9 Jan 2025, 5:00 pmClosed
ASSISTANT ENGINEER LID EW SECTION ARIKKULAM
ASSISTANT ENGINEER LID EW SECTION ARIKKULAM
Road work
2024_LSGD_704932_3
2/AE/LSGD/AGP/24-25
Open Tender
Civil Works - Roads
180 days
Arikkulam
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹10,591
Yes
26 Feb 2026
2 Jan 2025
11 Jan 2025
2 Jan 2025
9 Jan 2025
2 Jan 2025
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