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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
10 Feb 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing Director
Managing Director,Registered office punalur
Improvement of road from koovakadu gate from Factory gate via Kali Kovil
2026_RPL_828232_1
RPL/E/609/Vol-1/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Kulathupuzha Estate
refer tender condition
5 documents required · 5 mandatory
₹8,396
Yes
₹1.1 L
Yes
13 Jul 2026
17 Jan 2026
13 Feb 2026
17 Jan 2026
10 Feb 2026
17 Jan 2026
17 Jan 2026 - 10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying and stacking 12mm hard blue granite broken stone in standard heaps for
measurement(IRC 3.2.1.a) | 0.6 | cum | - | - |
| 2 | Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 3 | Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom | - | sqm | - | - |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform surface and ompacting with vibratory roller to achieve the desired density | 1 | sqm | - | - |
| 5 | Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm | 1 | sqm | - | - |
| 6 | Mix Seal Surfacing -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 of MORD. (Total usage of bitumen 27Kg/10m2) | - | sqm | - | - |
| 7 | 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 within all lifts and lead upto 1000m | - | cum | - | - |
| 8 | DR Packing under foundation with good quality blistered rubble including conveyance of materials and labour charges etc asper direction of deptl. officers | 72.8 | cum | - | - |
| 9 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 0 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 day | 70.56 | cum | - | - |
| 10 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 70.56 | cum | - | - |
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