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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.1 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹2+₹1 (100.0%)Rejected-AOC | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | MOHAMMED SHAJEER CT L2 | FAIZAL V P L1 |
|---|---|---|---|---|---|
| 1.00Interlock paving inside bus stand yard | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 68.4 | cum | 46.52 ₹3,181.97 | 46.4 ₹3,173.76 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 59.85 | cum | 13.68 ₹818.75 Lowest | 14.27 ₹854.06 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 34.2 | cum | 2,840.54 ₹97,146.47 Lowest | 2,867.82 ₹98,079.44 |
| 1.00 | OD373058/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( Morth 55.22 modified) | 261 | sqm | 1,000.78 ₹2,61,203.58 | 998.43 ₹2,60,590.23 Lowest |
| 1.00 | 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) | 4.56 | cum | 8,130.63 ₹37,075.67 | 8,111.54 ₹36,988.62 Lowest |
| 1.01 | 10.2.A.1.2:Traffic SignsA. Retro-reflectorised Traffic Signs 1 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 2 600 mm Equilateral Triangle | 2 | each | 3,600.69 ₹7,201.38 | 3,592.22 ₹7,184.44 Lowest |
| 2.00DR SIDE PROTECTION | |||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 20.4 | cum | 56.88 ₹1,160.35 | 56.75 ₹1,157.7 Lowest |
| 2.00 | OD373083/2025-2026:DRY RUBBLE MASONRY in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 96.39 | cum | 3,540.35 ₹3,41,254.34 | 3,532.02 ₹3,40,451.41 Lowest |
Tender Value
₹11.9 L
EMD Value
₹29,659
Closing Date
3 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER CHERPULASSERY MUNICIPALITY
ET- 05/2025-26/AE/LSGD/CPYMUN-16. 523/26- ADDITIONAL FACILITIES TO NEW BUS STAND
2025_LSGD_815604_16
ET-05/2025-26/AE/LSGD/CPYMUN
Open Tender
Civil Works - Roads
Item Rate
Cherpulassery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹29,659
Yes
29 Nov 2025
27 Oct 2025
4 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
Interlock paving inside bus stand yard
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD373058/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( Morth 55.22 modified)
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)
10.2.A.1.2:Traffic SignsA. Retro-reflectorised Traffic Signs 1 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 2 600 mm Equilateral Triangle
DR SIDE PROTECTION
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD373083/2025-2026:DRY RUBBLE MASONRY in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
MOHAMMED SHAJEER CT (BID ID -2425625)
Bidder Name
FAIZAL V P
MOHAMMED SHAJEER CT
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