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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | ₹30.0 L | L1 | Accepted-AOC Agreement executed on 25/05/2026 |
| 2 | L2₹31.1 LRejected-AOC PALAKKAD KANJIKODE | PALAKKAD | KERALA | 672122 | ₹31.1 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹31.4 LRejected-Finance | ₹31.4 L | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹31.7 LRejected-Finance | ₹31.7 L | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | XAVIER GEORGE L3 | SANTHOSH S L1 | Sasikumar N L2 | Nakshathra construction L4 |
|---|---|---|---|---|---|---|---|
| 1.00Pond side protection | |||||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 200 | hour | 319.62 ₹63,924 | 305 ₹61,000 | 317.03 ₹63,406 | 323.08 ₹64,616 |
| 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 | 541.5 | cum | 238.31 ₹1.3 L | 227.5 ₹1.2 L | 236.38 ₹1.3 L | 240.88 ₹1.3 L |
| 1.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 31.5 | cum | 841.35 ₹26,502.53 | 804 ₹25,326 | 834.53 ₹26,287.70 | 850.45 ₹26,789.18 |
| 1.00 | 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) | 31.5 | cum | 7,337.92 ₹2.3 L | 7,012 ₹2.2 L | 7,278.43 ₹2.3 L | 7,417.25 ₹2.3 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 89 | sqm | 357.2 ₹31,790.80 | 341 ₹30,349 | 354.3 ₹31,532.70 | 361.06 ₹32,134.34 |
| 1.01 | 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 | 1,245 | kilogram | 104 ₹1.3 L | 99 ₹1.2 L | 103.15 ₹1.3 L | 105.12 ₹1.3 L |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 19.5 | cum | 8,383 ₹1.6 L | 8,011 ₹1.6 L | 8,314.99 ₹1.6 L | 8,473.59 ₹1.7 L |
| 1.01 | OD461858/2025-2026:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted 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 | 524.95 | cum | 3,693.9 ₹19.4 L | 3,530 ₹18.5 L | 3,664 ₹19.2 L | 3,733.89 ₹19.6 L |
| 1.01 | 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) | 14.4 | cum | 8,543.2 ₹1.2 L | 8,163.5 ₹1.2 L | 8,474 ₹1.2 L | 8,635.63 ₹1.2 L |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
11 Mar 2026, 6:00 pmClosed
Smitha K
Office of the Assistant Executive Engineer, LID and EW Sub division, Malampuzha Block Panchayat
128/26-Kolayakkod Malayamkulam rennovation-in Puthussery GP ward 20
2026_LSGD_843412_1
ET4/AEE/LSGD/MGP/2025-26
Open Tender
Civil Works - Others
180 days
Puthussery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
26 May 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
Pond side protection
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
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
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
OD461858/2025-2026:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted 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
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)
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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.
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
OD461859/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire charges etc..complete using GI hollow tube of size 80x40x1.4mm post 40x20x1.4mm outer frame.0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer,lettering with sutable colour and size,fixing the post in ground with cc 1:2:4 etc..complete
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