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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | ₹6.6 L | L1 | Accepted-AOC L1 executed agreement |
| 2 | L2₹7.0 L+₹39,864.73 (6.06%)Rejected-AOC | ₹7.0 L+₹39,864.73 (6.06%) | L2 | Rejected-AOC L1 executed agreement |
| Sl No | Description | Qty | Unit | PVJ CONSTRUCTIONS L1 | jacob m p L2 |
|---|---|---|---|---|---|
| 1.00interlocking tiles | |||||
| 1.00 | 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. | 334.25 | sqm | 15.85 ₹5,297.86 Lowest | 16.81 ₹5,618.74 |
| 1.00 | 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 | 56.62 | cum | 3,304.5 ₹1,87,097.49 Lowest | 3,504.77 ₹1,98,436.57 |
| 1.00 | OD186544/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 by hydraulic blocks of approved size , design $amp : shape laid in crushed stone chippng 6.7 mm size 100mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc as per deptl specifications | 371.55 | sqm | 1,148.73 ₹4,26,810.63 Lowest | 1,218.35 ₹4,52,677.94 |
| 1.00 | 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) | 4.23 | cum | 9,094 ₹38,504 Lowest | 9,646.07 ₹40,841.46 |
Tender Value
₹6.6 L
EMD Value
₹16,609
Closing Date
16 Aug 2025, 6:00 pmClosed
INDUSHREE I B
LID AND EW SECTION VARAPUZHA GP
136/26 PAVING OF INTERLOCK TILES IN NASRATH ROAD - WARD 11
2025_LSGD_783080_1
LSGD/CELSGD/FL/82952/2025
Open Tender
Civil Works - Roads
Item Rate
270 days
Varapuzha GP
Please refer tender document
7 documents required · 7 mandatory
₹1,465
Yes
₹16,609
Yes
11 May 2026
7 Aug 2025
18 Aug 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
7 Aug 2025 - 16 Aug 2025
Amount
interlocking tiles
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.
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
OD186544/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 by hydraulic blocks of approved size , design $amp : shape laid in crushed stone chippng 6.7 mm size 100mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc as per deptl specifications
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)
jacob m p (BID ID -2290461)
Bidder Name
jacob m p
PVJ CONSTRUCTIONS
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