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Tender Value
₹6.8 L
EMD Value
₹16,938
Closing Date
13 Jul 2026, 6:00 pm6d left
OFFICE OF AE LID AND EW URANGATTIRI
OFFICE OF AE LID AND EW URANGATTIRI
THENCHERI BAGAVATHIPARAMBU ROAD , BAGAVATHIPARAMBU PADAM ROAD MAINTENANCE PROJECT NO-106/27-UGTY GP (Re taring, Drainage, Side Protection)
2026_LSGD_859113_6
AE/UGTY/TN/02/2026-27
Open Tender
Civil Works - Roads
AE LID EW URANGATTIRI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,938
Yes
4 Jul 2026
4 Jul 2026
15 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Drainage Maintnance | |||||
| 1.001 | OD43876/2026-2027:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 1 | cum | - | - |
| 1.002 | OD10674/2026-2027: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 (Modified that 11.4.1.1) | - | cum | - | - |
| 1.003 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD10673/2026-2027: Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete (modified that 50.10.2) | - | kg | - | - |
| 2retarring | |||||
| 2.001 | 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 | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 | - | - |
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