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Tender ID
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 | L1₹15.0 LAccepted-AOC CHEMPANODA KATIKULAM ROAD PERAMBRA KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 673525 | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.5 L+₹58,143.87 (3.89%)Rejected-AOC 1003 SUB TREASURY DEVIKULAM | L2 | Rejected-AOC L2 | |
| 3 | L3₹15.7 L+₹69,076.15 (4.62%)Rejected-AOC MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAJOYJOSEPH PJ L1 | ABDUL AZEEZ N K L3 | RAJAN L2 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | 3.6: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 within all lifts and lead upto 1000m | 100.5 | cum | 43 ₹4,321.5 | 40 ₹4,020 Lowest | 81.57 ₹8,197.79 |
| 1.00 | OD32562/2025-2026:Supply, stacking, spreading and consolidating of Quarry Muck inside the trench in canal bed, road work etc.. including carriage, loading, unloading & stacking and rolling with 80-100 KN Smooth wheeled roaller up to any lead. | 100.5 | cum | 847 ₹85,123.5 Lowest | 875 ₹87,937.5 | 863.12 ₹86,743.56 |
| 1.00 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 150.75 | cum | 7,313 ₹11,02,434.75 Lowest | 7,711 ₹11,62,433.25 | 7,588.39 ₹11,43,949.79 |
| 2.00Culvert, Guard stones and Name board | ||||||
| 2.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 6 | sqm | 7 ₹42 | 1 ₹6 Lowest | 7.81 ₹46.86 |
| 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 | 17.06 | cum | 291 ₹4,965.62 | 200 ₹3,412.8 Lowest | 303.05 ₹5,171.25 |
| 2.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 11.53 | cum | 6,440 ₹74,266.08 | 6,200 ₹71,498.4 Lowest | 6,683.18 ₹77,070.43 |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 24.54 | sqm | 312 ₹7,656.79 | 300 ₹7,362.3 Lowest | 330.56 ₹8,112.27 |
| 2.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.35 | cum | 6,957 ₹37,233.86 | 7,200 ₹38,534.4 | 6,799.88 ₹36,392.96 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
4 Nov 2025, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
O/ O Executive Engineer KyIP Division Perambra
O/ O Executive Engineer KyIP Division Perambra
concrete road
2025_Irrig_815690_1
IRR/PI/TR/5472/2024_5_4_4/1
Open Tender
Civil Works - Roads
Item Rate
180 days
thiruvoth thazham
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,362
Yes
5 Dec 2025
27 Oct 2025
6 Nov 2025
27 Oct 2025
4 Nov 2025
27 Oct 2025
27 Oct 2025 - 4 Nov 2025
Amount
3.6: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 within all lifts and lead upto 1000m
OD32562/2025-2026:Supply, stacking, spreading and consolidating of Quarry Muck inside the trench in canal bed, road work etc.. including carriage, loading, unloading & stacking and rolling with 80-100 KN Smooth wheeled roaller up to any lead.
13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m
Culvert, Guard stones and Name board
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
16.92:Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
16.21:Engraving letters in hard stone
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
RAJAN (BID ID -2427576)
ABDUL AZEEZ N K (BID ID -2426644)
Bidder Name
RAJAN
RAJOYJOSEPH PJ
ABDUL AZEEZ N K
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