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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | ₹19.9 L | L1 | Accepted-AOC L1 HENCE ACEPTED |
| 2 | L2₹20.7 L+₹73,997.99 (3.72%)Rejected-AOC | ₹20.7 L+₹73,997.99 (3.72%) | L2 | Rejected-AOC L2 HENCE REJECTED |
| 3 | L3₹20.8 L+₹89,280.77 (4.48%)Rejected-AOC | ₹20.8 L+₹89,280.77 (4.48%) | L3 | Rejected-AOC L3 HENCE REJECTED |
| 4 | L4₹21.2 L+₹1.3 L (6.44%)Rejected-AOC | ₹21.2 L+₹1.3 L (6.44%) | L4 | Rejected-AOC L4 HENCE REJECTED |
| 5 | L5₹21.3 L+₹1.4 L (7.10%)Rejected-AOC | ₹21.3 L+₹1.4 L (7.10%) | L5 | Rejected-AOC L5 HENCE REJECTED |
| Sl No | Description | Qty | Unit | SHAMEER A L7 | ABDUL KHADER B L2 | SIRAJUDEEN K L1 | RAISUDHEEN.C L8 | THOTTATHIL NETWORK PRIVATE LIMITED L3 | Mohammed Ali M L4 | MUHAMMAD KAISE C.A L6 | SHAFEEQ C.A L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00RENOVATION OF POND | |||||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 318 | cum | 220 ₹69,960 | 203.87 ₹64,830.66 | 196.57 ₹62,509.26 | 150 ₹47,700 Lowest | 205.4 ₹65,317.2 | 209.23 ₹66,535.14 | 215.82 ₹68,630.76 | 210.54 ₹66,951.72 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1,710 | cum | 110 ₹1,88,100 | 103.67 ₹1,77,275.7 | 99.96 ₹1,70,931.6 Lowest | 100 ₹1,71,000 | 104.45 ₹1,78,609.5 | 106.4 ₹1,81,944 | 109.75 ₹1,87,672.5 | 107.07 ₹1,83,089.7 |
| 1.00 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 190.89 | cum | 440 ₹83,991.6 | 409.81 ₹78,228.63 | 395.13 ₹75,426.37 | 250 ₹47,722.5 Lowest | 412.89 ₹78,816.57 | 420.58 ₹80,284.52 | 433.83 ₹82,813.81 | 423.14 ₹80,773.19 |
| 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 | 181.51 | cum | 310 ₹56,269.65 | 284.67 ₹51,671.88 | 274.47 ₹49,820.42 | 250 ₹45,378.75 Lowest | 286.8 ₹52,058.5 | 292.15 ₹53,029.61 | 301.35 ₹54,699.55 | 293.97 ₹53,359.96 |
| 1.00 | OD520881/2025-2026:Laterate dry stone masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials,conveyence labour charges etc. | 146.74 | cum | 4,800 ₹7,04,361.6 | 4,391.99 ₹6,44,489.4 | 4,256.5 ₹6,24,607.32 Lowest | 5,800 ₹8,51,103.6 | 4,423.95 ₹6,49,179.27 | 4,530.71 ₹6,64,845.45 | 4,673.46 ₹6,85,792.87 | 4,699.67 ₹6,89,638.98 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 93.66 | sqm | 337 ₹31,563.42 | 305.58 ₹28,620.62 | 294.63 ₹27,595.05 Lowest | 350 ₹32,781 | 307.87 ₹28,835.1 | 313.61 ₹29,372.71 | 323.49 ₹30,298.07 | 315.51 ₹29,550.67 |
| 1.01 | 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) | 19.6 | cum | 9,069 ₹1,77,752.4 | 8,300.3 ₹1,62,685.88 | 8,002.81 ₹1,56,855.08 Lowest | 9,000 ₹1,76,400 | 8,362.47 ₹1,63,904.41 | 8,518.37 ₹1,66,960.05 | 8,786.76 ₹1,72,220.5 | 8,571.65 ₹1,68,004.34 |
| 1.01 | 5.22A.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hot rolled deformed bars | 1,862 | kilogram | 97 ₹1,80,614 | 88.96 ₹1,65,643.52 | 85.78 ₹1,59,722.36 | 80 ₹1,48,960 Lowest | 89.63 ₹1,66,891.06 | 91.3 ₹1,70,000.6 | 94.18 ₹1,75,363.16 | 91.82 ₹1,70,968.84 |
| 1.01 | OD529082/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 103.05 | cum | 5,200 ₹5,35,854.8 | 4,842.49 ₹4,99,013.75 | 4,637.84 ₹4,77,924.77 Lowest | 6,000 ₹6,18,294 | 4,878.21 ₹5,02,694.66 | 4,936.63 ₹5,08,714.78 | 5,092.16 ₹5,24,742 | 4,777.85 ₹4,92,352.66 |
Tender Value
₹24.6 L
EMD Value
₹50,000
Closing Date
8 Apr 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,LID AND EW ,PALLIKARE GRAMA PANCHAYATH , P.O.BEKAL,PIN 671316
Annual Plan-PALLIKKARE GP 2025-26, PR.NO.219/26-IMPROVEMENT WORK AT CHERKKAPARA PUBLIC POND- IN PALLIKKARE GP-General Civil Work
2026_LSGD_847152_7
ETender/05/AE/LSGD/PK/2025-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
PALLIKARE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jul 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION OF POND | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.003 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 1 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD520881/2025-2026:Laterate dry stone masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials,conveyence labour charges etc. | 0.8 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 5.22A.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hot rolled deformed bars | - | kilogram | - | - |
| 1.009 | OD529082/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 0.6 | cum | - | - |
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