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Tender Value
₹8.5 L
EMD Value
₹21,167
Closing Date
7 Aug 2026, 4:00 pm6d left
Remya N C ( ASSISTANT ENGINEER)
OFFICE OF THE ASSISTANT ENGINEER - LIDEW SECTION -KIZHUVILAM GP
Annual Plan-KZLM GP - PRO NO - 306/25-26-IMPROVEMENTS TO KUNNUVARAM APPOLO NAGAR ROAD IN WARD 16 OF KIZHUVILAM GP-General Civil Work
2026_LSGD_862982_7
A2/AE/LIDEW/KZVM/2026-27 DTD 28/07/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KIZHUVILAM GRAMAPANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,167
Yes
30 Jul 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
30 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Taring And Concrete | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | 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 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
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fot.pdf
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pa.pdf
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Affidavit.pdf
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integritypact.pdf
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Epaymentform.pdf
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nit.pdf
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sbd_compressed.pdf
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BOQ_1460098.xls
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