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Tender Value
₹6.8 L
EMD Value
₹16,931
Closing Date
22 Aug 2026, 3:00 pm6d left
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
180/27- Kannaramcode Communitty Hall Kottappuram Road Culvert Construction- Drainage Construction- Retarring- Side Concrete at ward no. 25
2026_LSGD_865396_1
180/AE/MUN/NDD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,931
Yes
13 Aug 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
22 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | - | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<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. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | - | sqm | - | - |
| 2DRAIN | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | OD104156/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 2.003 | OD104096/2026-2027:DRY RUBBLE packing under foundation with hard stone, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 2.004 | OD120021/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications - P.C.C grade M 10 -
Nominal mix 1:3:6 | - | cum | - | - |
| 2.005 | 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) | 1 | cum | - | - |
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details.html
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180pre.pdf
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180epay.pdf
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18pact.pdf
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180affi.pdf
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180fot.pdf
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180SBD.pdf
Tender Documents • 2.01 MB
BOQ_1464532.xls
BOQ • 0.31 MB
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