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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | ₹10.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹11.7 LRejected-AOC KERALA KL | MALAPPURAM | KERALA | 679321 | ₹11.7 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹12.5 LRejected-AOC | ₹12.5 L | L3 | Rejected-AOC Rejected |
| 4 | L4₹13.9 LRejected-AOC | ₹13.9 L | L4 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SHINU K L2 | KABEER P M L3 | SUDHEESH T P L1 | P P MANOJ L4 |
|---|---|---|---|---|---|---|---|
| 1.00Net Mending Shed II | |||||||
| 1.00 | 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 | 14.47 | cum | 292.28 ₹4,229.58 | 302.17 ₹4,372.70 | 279.97 ₹4,051.45 | 365.96 ₹5,295.81 |
| 1.00 | 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) | 3.38 | cum | 7,251.18 ₹24,494.49 | 7,198.07 ₹24,315.08 | 5,559.42 ₹18,779.72 | 8,717.67 ₹29,448.29 |
| 1.00 | 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. | 33.66 | cum | 254.48 ₹8,564.78 | 267.52 ₹9,003.65 | 247.86 ₹8,341.98 | 323.99 ₹10,904.21 |
| 1.00 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 23.71 | cum | 9,264.85 ₹2.2 L | 9,147.23 ₹2.2 L | 8,475.41 ₹2.0 L | 11,078.65 ₹2.6 L |
| 1.00 | 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 | 1,437.64 | kilogram | 96.75 ₹1.4 L | 94.44 ₹1.4 L | 87.5 ₹1.3 L | 114.37 ₹1.6 L |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 41.6 | sqm | 849.97 ₹35,357.90 | 847.18 ₹35,241.84 | 784.95 ₹32,653.14 | 1,026.03 ₹42,681.82 |
| 1.01 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 2.4 | cum | 10,890.9 ₹26,138.16 | 10,856.21 ₹26,054.90 | 10,058.88 ₹24,141.31 | 13,148.07 ₹31,555.37 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 240 | kg | 96.75 ₹23,220 | 94.44 ₹22,665.60 | 87.5 ₹21,000 | 114.37 ₹27,448.80 |
| 1.01 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 3,191.78 | kg | 117.91 ₹3.8 L | 142.84 ₹4.6 L | 109.28 ₹3.5 L | 142.84 ₹4.6 L |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
9 Sept 2025, 6:00 pmClosed
Assistant Executive Engineer
Harbour Engineering Sub Division, Azhikkal, Kannur
The total plinth area of the building is 153.18 sqm. constructed with inverted T beam footings for the foundation. The roofing is constructed using a steel framework over which non asbestos cement sheets are installed
2025_HED_790853_1
HED/CEHED/TR/71/2023_5_10_18/1
Open Tender
Civil Works - Buildings
120 days
Azhikkal
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹31,775
Yes
7 Feb 2026
25 Aug 2025
11 Sept 2025
25 Aug 2025
9 Sept 2025
25 Aug 2025
Amount
Net Mending Shed II
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
4.1.5: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)
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.
5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
12.8:Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
12.12.1:Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete.Corrugated serrated adjustable ridges
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.18:Neat cement punning
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
SHINU K (BID ID -2327216)
KABEER P M (BID ID -2328456)
P P MANOJ (BID ID -2330905)
Bidder Name
P P MANOJ
KABEER P M
SUDHEESH T P
SHINU K
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