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| Sl No | Description | Qty | Unit | MOHANAN E L3 | Madhu j L2 | RAJAN I L1 |
|---|---|---|---|---|---|---|
| 1.00POND RENOVATION | ||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 425 | sqm | 8.7 ₹3,697.5 | 7.58 ₹3,221.5 | 7.06 ₹3,000.5 Lowest |
| 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 | 300 | cum | 241 ₹72,300 | 210.71 ₹63,213 | 196.2 ₹58,860 Lowest |
| 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 | 72 | hour | 324 ₹23,328 | 282.61 ₹20,347.92 | 263.15 ₹18,946.8 Lowest |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 37.65 | cum | 1,125 ₹42,356.25 | 979.27 ₹36,869.52 | 911.84 ₹34,330.78 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 | 82.2 | cum | 337 ₹27,701.4 | 294.21 ₹24,184.06 | 273.95 ₹22,518.69 Lowest |
| 1.01 | OD29432/2025-2026: DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 37.65 | cum | 1,613 ₹60,729.45 | 1,403.38 ₹52,837.26 | 1,306.74 ₹49,198.76 Lowest |
| 1.01 | OD180808/2025-2026: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 | 278.1 | cum | 3,755 ₹10,44,265.5 | 3,266.18 ₹9,08,324.66 | 3,041.25 ₹8,45,771.63 Lowest |
| 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 | 2,290.5 | kilogram | 104 ₹2,38,212 | 91.95 ₹2,10,611.48 | 85.62 ₹1,96,112.61 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 162 | sqm | 362 ₹58,644 | 315.83 ₹51,164.46 | 294.08 ₹47,640.96 Lowest |
Tender Value
₹29.6 L
EMD Value
₹50,000
Closing Date
27 Aug 2025, 5:00 pmClosed
AEE NEYYATTINKARA MUNICIPALITY
AEE NEYYATTINKARA MUNICIPALITY
AMRUT-PROJECT- THOPPUKULAM REJUVENATION IN KAVALAKULAM WARD NEYYATTINKARA MUNICIPALITY-General Civil Work
2025_LSGD_785386_23
E5/AEE/LSGD/2025 /SECOND
Open Tender
Civil Works - Roads
Item Rate
180 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
27 Aug 2025
21 Aug 2025
Amount
POND RENOVATION
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
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
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
OD29432/2025-2026: DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD180808/2025-2026: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
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
OD363826/2022-2023: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.
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
Madhu j (BID ID -2312334)
MOHANAN E (BID ID -2310333)
Bidder Name
Madhu j
MOHANAN E
RAJAN I
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