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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹4.6 L+₹22,060.27 (5.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹11,008
Closing Date
3 Nov 2026, 12:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SISIR P
Assistant Engineer LID EW SECTION CHELEMBRA
Annual Plan-Chelembra GP. Pro.No. 397/2026-27-CHAKKUVALAVU VELLACHALLI PATHWAY MAINTENANCE
2026_LSGD_882412_14
ET04/2026-27/AE/LIDEW/CGP
Open Tender
Civil Works - Roads
Percentage
180 days
CHELEMBRA
Please refer Tender documents.
7 documents required · 7 mandatory
₹975
Yes
₹11,008
Yes
9 Nov 2026
27 Oct 2026
4 Nov 2026
27 Oct 2026
3 Nov 2026
27 Oct 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 |
|---|---|---|---|---|---|
| 1Drainage cum road concrete | |||||
| 1.001 | 2.5.1.A:Dismantling of Structures <br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. <br> (I) By Manual Means <br> (A) Lime Concrete | 1.46 | cum | 917.11 | ₹1,334.4 |
| 1.002 | OD255601/2026-2027: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 | 3.88 | cum | 344.22 | ₹1,335.57 |
| 1.003 | OD255686/2026-2027: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 (without formwork) | 0.97 | cum | 7,950.03 | ₹7,711.53 |
| 1.004 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.48 | cum | 8,080.08 | ₹19,998.2 |
| 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) | 0.32 | cum | 8,438.18 | ₹2,658.03 |
| 1.006 | OD256087/2026-2027:1.006- Specification code ;- 10.25.2 Item shifted Sub head 14 as item 14.73, Item shifted Sub head 14 as item 14.74, Steel work welded in build up sections /framed work , including cutting, hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required . In gratings , frames, guard bar, ladder, railing , brackets,gates and similar work . Details of cost for 1 mx 1m framed guard bar grating of 0.218 quintal | 921.5 | kg | 81.81 | ₹75,387.92 |
| 1.007 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 23 | cum | 63.03 | ₹1,449.69 |
| 1.008 | 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 | 9.2 | cum | 3,077.04 | ₹28,308.77 |
| 1.009 | OD255599/2026-2027: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)(EXCLUDING FORM WORK) | 35.65 | cum | 8,393.19 | ₹2,99,217.22 |
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