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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | P S Sunilkumar L1 | PREM KUMAR A L2 |
|---|---|---|---|---|---|
| 1.00Road Tiling | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 5.66 | cum | 857.65 ₹4,857.73 Lowest | 860 ₹4,871.04 |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.14 | cum | 8,947.62 ₹1,288.46 Lowest | 8,947.62 ₹1,288.46 Lowest |
| 1.00 | 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) | 0.86 | cum | 8,746 ₹7,556.54 Lowest | 8,746 ₹7,556.54 Lowest |
| 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) | 0.02 | cum | 9,159.84 ₹164.88 Lowest | 9,159.84 ₹164.88 Lowest |
| 1.00 | 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 | 0.22 | cum | 9,861.61 ₹2,130.11 Lowest | 9,861.61 ₹2,130.11 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 1,01,019.05 ₹2,222.42 Lowest | 1,01,019.05 ₹2,222.42 Lowest |
| 1.01 | OD501205/2024-2025:Providing and Laying non-pressure Reinforced Cement Concrete pipe NP2 Class (light
duty)pipe with collars jionted with stiff mixture of cement mortar in the proportion of 1:2(1
cement: 2 fine sand) including testing of joints etc.complete: 300 mm Dia R.C.C Pipe. | 40 | metre | 820 ₹32,800 Lowest | 830 ₹33,200 |
| 1.01 | OD500972/2024-2025:Construction of embankment with Material Obtained from borrow pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m,transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5(1025).(Gravel Side berm) | 36.41 | cum | 1,320 ₹48,063.84 Lowest | 1,400 ₹50,976.8 |
| 1.01 | 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. | 19.26 | cum | 2,526.59 ₹48,652.02 Lowest | 2,556 ₹49,218.34 |
Tender Value
₹3.4 L
EMD Value
₹8,467
Closing Date
16 Apr 2025, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSI ENGINEER
AROOR GP PROJECT NO- 395/25-Kattezhathu Road Tiling in Ward 12
2025_LSGD_757136_1
CELSGD/TR/30807/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
AROOR GRAMA PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
₹8,467
5 Dec 2025
31 Mar 2025
19 Apr 2025
31 Mar 2025
16 Apr 2025
31 Mar 2025
Amount
Road Tiling
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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)
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)
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
OD501205/2024-2025:Providing and Laying non-pressure Reinforced Cement Concrete pipe NP2 Class (light duty)pipe with collars jionted with stiff mixture of cement mortar in the proportion of 1:2(1 cement: 2 fine sand) including testing of joints etc.complete: 300 mm Dia R.C.C Pipe.
OD500972/2024-2025:Construction of embankment with Material Obtained from borrow pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m,transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5(1025).(Gravel Side berm)
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.
OD501136/2024-2025:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking concrete Block Pavements having thickness 80mm over 50mm thick crushed stone of 6.70mm sizes as per drawings and Technical Specification Clause 1504
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)
PREM KUMAR A (BID ID -2197231)
Bidder Name
P S Sunilkumar
PREM KUMAR A
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