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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC PATHWALY UPPN THIMMU | THIMMU | KERALA | ₹7.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.3 LRejected-AOC | ₹7.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹7.5 LRejected-AOC | ₹7.5 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L2 | ABDUL LATHEEF P M L1 | ismail thufail L3 |
|---|---|---|---|---|---|---|
| 1.00Road Drainage | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 186.53 | cum | 56.9 ₹10,613.73 | 56.17 ₹10,477.56 | 58 ₹10,818.91 |
| 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 | 21.95 | cum | 7,292.68 ₹1,60,037.86 | 7,206.27 ₹1,58,141.6 | 7,514 ₹1,64,894.73 |
| 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) | 56.43 | cum | 7,126.92 ₹4,02,172.1 | 7,042.03 ₹3,97,381.75 | 7,343 ₹4,14,365.49 |
| 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) | 6.27 | cum | 7,442.77 ₹46,666.17 | 7,354.34 ₹46,111.71 | 7,668 ₹48,078.36 |
| 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 | 7.88 | cum | 8,010.14 ₹63,079.85 | 7,915.15 ₹62,331.81 | 8,253 ₹64,992.38 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.47 | tonne | 81,370.89 ₹38,488.43 | 80,406.74 ₹38,032.39 | 83,840 ₹39,656.32 |
| 2.00name board | ||||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.06 | cum | 291.44 ₹17.49 | 287.64 ₹17.26 | 330 ₹19.8 |
| 2.00 | OD454259/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( Modified 50.6.7.1 ) | 0.23 | cum | 4,957.63 ₹1,130.34 | 4,893.25 ₹1,115.66 | 5,700 ₹1,299.6 |
Tender Value
₹8.4 L
EMD Value
₹21,070
Closing Date
21 Mar 2026, 5:00 pmClosed
AE
MANJESHWARAM
Aila Maidan Janapriya MP Moideen Kunhi Haji Road Drainage MBP PR NO.233/2
2026_LSGD_845781_5
AE/LIDEW/2526/3
Open Tender
Civil Works - Roads
MANJESHWARAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
Yes
₹21,070
Yes
24 Jun 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
Road Drainage
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
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)
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
name board
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD454259/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( Modified 50.6.7.1 )
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.
16.21:Engraving letters in hard stone
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