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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 127307.94 |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L1 | muhhamed musthafa P L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCK PAVEMENT | |||||
| 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. | 59.64 | sqm | 16.01 ₹954.84 | 25 ₹1,491 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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 method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 8.52 | cum | 2,484.07 ₹21,164.28 | 2,800 ₹23,856 |
| 1.00 | OD430645/2025-2026:(Modified DSR Code 16.91.2) Providing and laying factory made 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 &amp; size/ shape, made by table vibratory method using PU mould , laid in required colour &amp; 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 and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge | 65.62 | sqm | 1,126.72 ₹73,935.37 | 1,200 ₹78,744 |
| 1.00 | 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) | 2.94 | cum | 9,563 ₹28,086.53 | 9,800 ₹28,782.60 |
| 1.00 | OD430643/2025-2026:Supplying and providing readymade GI name board with all conveyance,Labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, Lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,804.26 ₹2,804.26 | 3,500 ₹3,500 |
Tender Value
Refer Docs
EMD Value
₹3,174
Closing Date
9 Feb 2026, 6:00 pmClosed
Assistant Engineer
LID AND EW SECTION. KULUKKALLUR GP
KULUKKALLUR GP-2025-2026-PRO NO - 263/26-THATHANAMPULLY KADAVU ROAD RETARRING
2026_LSGD_832732_5
03/AE/LSGD/KLR/202025-2026
Open Tender
Civil Works - Roads
kulukkallur grama panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹3,174
Yes
kulukkallur grama panchayath
17 Apr 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
2 Feb 2026 - 8 Feb 2026
3 Feb 2026
INTERLOCK PAVEMENT
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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 method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD430645/2025-2026:(Modified DSR Code 16.91.2) Providing and laying factory made 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 &amp; size/ shape, made by table vibratory method using PU mould , laid in required colour &amp; 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 and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge
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)
OD430643/2025-2026:Supplying and providing readymade GI name board with all conveyance,Labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, Lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
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