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Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
8 Oct 2026, 9:00 am6d left
Assistant Engineer
LID EW Sub Division Malappuram BP
Annual Plan-2026-27 -Malappuram B.P-proj.no 33 26-27- Improvement works to Chalakkandi -Kannankulam SC colony Karuvancheri road-Anakakyam G.P-General Civil Work
2026_LSGD_875149_1
17/AEE/LSGD/MPM/TN/2026-27
Open Tender
Civil Works - Roads
Item Rate
Anakayam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,174
Yes
30 Sept 2026
30 Sept 2026
9 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | OD86546/2026-2027:Surface dressing of the ground in all kinds of soil including vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 150m | 168 | sqm | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 40.3 | sqm | - | - |
| 1.003 | OD86547/2026-2027:(OD from 4.1.A.1 ) Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 18.45 | cum | - | - |
| 1.004 | OD86548/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 w/o formwork (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) | 28.5 | cum | - | - |
| 1.005 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 242.48 | sqm | - | - |
| 1.006 | 5.2.1a:Tack Coat 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. | 1,216.2 | sqm | - | - |
| 1.007 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | 1,216.2 | sqm | - | - |
| 1.008 | OD86545/2026-2027:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering fixing | 1 | no | - | - |
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