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Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
29 Sept 2026, 6:00 pm2d left
Assistant engineer
O/o Assistant engineer,Marutharode Grama Panchayath
PR No. 204/27 NARIKKODE AMBALAM ROAD RENOVATION IN MARUTHARODE GRAMAPANCHAYATH
2026_LSGD_871298_3
ET2/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
MARUTHARODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
22 Sept 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD FORMTION | |||||
| 1.001 | OD201983/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding
15 cm deep and disposal of rubbish , lead up to 50m and lift upto 1.5M in all kinds of soil. | 264 | sqm | - | - |
| 1.002 | OD201985/2026-2027:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials
removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting
with power roller to get compact. | 5.73 | cum | - | - |
| 1.003 | 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. | 697 | sqm | - | - |
| 1.004 | 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) | 697 | sqm | - | - |
| 2ROAD SHOULDER CONCRETE | |||||
| 2.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 58.5 | sqm | - | - |
| 2.002 | 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) | 8.78 | cum | - | - |
| 3NAME BOARD | |||||
| 3.001 | OD201911/2026-2027:Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour
and size, fixing the post inground with CC etc complete | 1 | 1 nos | - | - |
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