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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC | 1 | Accepted-AOC Lowest rate quoted Praveen K Panchayath board approve the tender | |
| 2 | 2₹8.0 L+₹55,930.88 (7.54%)Rejected-Finance | 2 | Rejected-Finance Lowest rate quoted by Praveen |
| Sl No | Description | Qty | Unit | KUNHIRAMAN A V L2 | PRAVEEN K L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 385 | sqm | 15.97 ₹6,148.45 | 14.85 ₹5,717.25 Lowest |
| 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 | 23.04 | cum | 315.93 ₹7,279.97 | 293.77 ₹6,769.34 Lowest |
| 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 | 4.5 | cum | 115.07 ₹517.82 | 107 ₹481.5 Lowest |
| 1.00 | OD211674/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm 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) | 12.1 | cum | 6,112.75 ₹73,964.28 | 5,684.02 ₹68,776.64 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 51.82 | cum | 640.6 ₹33,198.45 | 595.67 ₹30,870 Lowest |
| 1.01 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.39 | cum | 2,210.53 ₹853.26 | 2,055.49 ₹793.42 Lowest |
| 1.01 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.07 | cum | 3,224.9 ₹241.87 | 2,998.71 ₹224.9 Lowest |
| 1.01 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 2.97 | cum | 1,870.57 ₹5,557.46 | 1,739.37 ₹5,167.67 Lowest |
| 1.01 | OD230126/2025-2026:Brick work with Refractory Fire clay Bricks F.P.S (non modular) bricks of class designation 7.5
in foundation and plinth in:Mud Mortar (modified with DAR 6.1.1) | 4.42 | cum | 45,071.93 ₹1,99,037.64 | 41,910.67 ₹1,85,077.52 Lowest |
Tender Value
Refer Docs
EMD Value
₹21,186
Closing Date
20 Sept 2025, 5:30 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Chengalayi Grama Panchayath
Renovation Work of Aluvachakari Crematorium in Chengalayi GP
2025_LSGD_797053_1
AE/CHLY/02/25-26
Open Tender
Civil Works - Buildings
Item Rate
270 days
Chengalayi
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,186
Yes
31 Oct 2025
13 Sept 2025
22 Sept 2025
13 Sept 2025
20 Sept 2025
13 Sept 2025
Amount
Detailed Estimate
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of 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
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
OD211674/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm 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)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
OD230126/2025-2026:Brick work with Refractory Fire clay Bricks F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Mud Mortar (modified with DAR 6.1.1)
14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
18.27.9:Providing and laying S & S centrifugally cast ( Spun) iron pipes ( Class LA) conforming to IS - 1536 :450 mm dia pipe
18.26.1:Providing and laying flanged C.I. Standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :Upto 300 mm dia
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.
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.20:Providing and fixing bolts including nuts and washers complete.
10.22:Welding by gas or electric plant including transportation of plant at site etc. complete.
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
7.38.1.1:Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade
16.21:Engraving letters in hard stone
KUNHIRAMAN A V (BID ID -2348183)
Bidder Name
KUNHIRAMAN A V
PRAVEEN K
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