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Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
14 Oct 2026, 6:00 pm
Municipal Engineer
Shornur Municipality, Shornur P O, Palakkad Pin 679121
Shornur Municipality Annual plan 2026-27 Kalagramam Road balance portion interlock Laying PN 8/2026-27, Ward 5
2026_LSGD_873640_2
07/AE/LIDEW/SRR/7 th PHASE
Open Tender
Civil Works - Roads
Item Rate
300 days
Ward 5 Shornur municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,582
Yes
28 Sept 2026
28 Sept 2026
15 Oct 2026
28 Sept 2026
14 Oct 2026
28 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | OD181616/2026-2027:Scarifying Existing Bituminous Surface to a Depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m by Mechanical Means | 181.7 | 1 sqm | 6.16 | ₹1,119.27 |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 5.04 | cum | 66.84 | ₹336.87 |
| 1.003 | OD138069/2026-2027:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade<br> | 1.26 | cum | 947.54 | ₹1,193.9 |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.34 | cum | 9,554.21 | ₹50,981.26 |
| 1.005 | OD181500/2026-2027:Granular sub-base/base/surface course with well graded material (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place with roller to acheive the desired density complete as per clause 401.4 as per technical specification clause 401.(i) For Grading I Material | 1.26 | cum | 3,136.57 | ₹3,952.08 |
| 1.006 | 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 | 33.77 | cum | 3,337.88 | ₹1,12,730.22 |
| 1.007 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.68 | cum | 9,001.46 | ₹15,122.45 |
| 1.008 | 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) | 0.84 | cum | 9,186.73 | ₹7,716.85 |
| 1.009 | OD189078/2026-2027:(Modified DSR Code 16.91.2) Providing and laying factory made high quality chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by hydraulic and high quality method using PU mould , laid in required colour & pattern over 50mm thick compacted bed of 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge | 204.23 | sqm | 1,126.72 | ₹2,30,110.03 |
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