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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 LAccepted-AOC | ₹5.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹6.1 LRejected-Finance NADAPURAM PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO 3278 P O KALLACHI THUNERI BLOCK PANCHAYAT KEZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹6.1 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | CHANDU K L1 | SUDHEESH L2 |
|---|---|---|---|---|---|
| 1.00Road Improvement | |||||
| 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 | 71.82 | cum | 43.24 ₹3,105.50 | 50 ₹3,591 |
| 1.00 | OD118652/2025-2026:
LATERITE DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality laterite rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 150.96 | cum | 2,289.61 ₹3.5 L | 2,700 ₹4.1 L |
| 1.00 | 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 | 282.76 | cum | 527.45 ₹1.5 L | 383 ₹1.1 L |
| 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) | 9.31 | cum | 7,589.61 ₹70,659.27 | 8,950 ₹83,324.50 |
| 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 | 0.04 | cum | 286.62 ₹12.04 | 320 ₹13.44 |
| 2.00 | OD341288/2025-2026: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 | 0.1 | cum | 4,881.08 ₹497.87 | 5,300 ₹540.60 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.62 | sqm | 294.25 ₹182.44 | 310 ₹192.20 |
| 2.00 | 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. | 0.27 | sqm | 4,117.05 ₹1,111.60 | 4,500 ₹1,215 |
Tender Value
₹6.8 L
EMD Value
₹16,884
Closing Date
31 Jan 2026, 6:00 pmClosed
Assistant Engineer
LSGD Sub Division Kanhangad
Annual Plan-KBP 2025-26, Proj No-212/26- Construction of Erikkulam Vayal Road
2026_LSGD_830515_1
AE/KBP/TN/05/04/2025-26
Open Tender
Civil Works - Roads
Erikkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,490
Yes
₹16,884
Yes
19 May 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
Road Improvement
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
OD118652/2025-2026: LATERITE DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality laterite rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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
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)
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
OD341288/2025-2026: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
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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