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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC | ₹9.4 L | L1 | Accepted-AOC Lowest quoted |
| 2 | L2₹9.4 L+₹9,253.41 (0.99%)Rejected-AOC | ₹9.4 L+₹9,253.41 (0.99%) | L2 | Rejected-AOC Highest quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Highest quoted |
| Sl No | Description | Qty | Unit | NISHAD V J L3 | SALAM.T.K L1 | KA SALAHUDHEEN L2 |
|---|---|---|---|---|---|---|
| 1.00Road Tarring | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 31.95 | cum | 432.89 ₹13,830.84 | 401.77 ₹12,836.55 Lowest | 405.74 ₹12,963.39 |
| 1.00 | OD140337/2025-2026::DR Packing under Foundation - Dry stone packing under foundation with good
quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of
departmental officers at siteModified 60.7.2 | 19.17 | cum | 3,030.82 ₹58,100.82 | 2,812.9 ₹53,923.29 Lowest | 2,840.72 ₹54,456.6 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4.56 | cum | 8,825.94 ₹40,246.29 | 8,191.34 ₹37,352.51 Lowest | 8,272.35 ₹37,721.92 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 39.92 | cum | 8,625.32 ₹3,44,322.77 | 8,005.14 ₹3,19,565.19 Lowest | 8,084.31 ₹3,22,725.66 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.96 | cum | 9,329.15 ₹8,955.98 | 8,658.37 ₹8,312.04 Lowest | 8,744 ₹8,394.24 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 98,478.83 ₹11,325.07 | 91,398 ₹10,510.77 Lowest | 92,301.93 ₹10,614.72 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 106.5 | cum | 645.92 ₹68,790.48 | 599.48 ₹63,844.62 Lowest | 605.41 ₹64,476.17 |
| 1.01 | 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 | 30.5 | cum | 3,272.8 ₹99,820.4 | 3,037.48 ₹92,643.14 Lowest | 3,067.52 ₹93,559.36 |
| 1.01 | OD527027/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 305 | sqm | 1,137.7 ₹3,46,998.5 | 1,055.89 ₹3,22,046.45 Lowest | 1,066.34 ₹3,25,233.7 |
Tender Value
₹10.3 L
EMD Value
₹25,698
Closing Date
17 Oct 2025, 2:00 pmClosed
Anju Antony
AE, LID EW, ALANGAD GP
Annual Plan-Annual Plan 2025-26 W-7chirangara paarana canal road construction ward-7-General Civil Work
2025_LSGD_807649_1
197/26/AE/ALGD/6
Open Tender
Civil Works - Roads
Item Rate
ALANGAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,698
Yes
21 Jan 2026
10 Oct 2025
18 Oct 2025
10 Oct 2025
17 Oct 2025
10 Oct 2025
Amount
Road Tarring
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD140337/2025-2026::DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.2
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 I. P.C.C grade M 10 (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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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
OD527027/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
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)
KA SALAHUDHEEN (BID ID -2394631)
NISHAD V J (BID ID -2393654)
Bidder Name
SALAM.T.K
NISHAD V J
KA SALAHUDHEEN
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