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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | ₹12.6 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SUJITH SURENDRAN L1 |
|---|---|---|---|---|
| 1.00side 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 | 40 | hour | 341.77 ₹13,670.8 |
| 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 | 22.8 | cum | 254.82 ₹5,809.9 |
| 1.00 | OD333051/2025-2026: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 m to 6m) | 37.8 | cum | 388.77 ₹14,695.51 |
| 1.00 | OD332158/2025-2026:60.7.1. 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 | 190.32 | cum | 3,949.93 ₹7,51,750.68 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 31.2 | sqm | 754.56 ₹23,542.27 |
| 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 | 1,461.47 | kilogram | 111.2 ₹1,62,515.24 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 14.04 | cum | 9,855.32 ₹1,38,368.69 |
| 1.01 | 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) | 10.53 | cum | 8,252.55 ₹86,899.35 |
| 1.01 | OD333073/2025-2026:10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels,
plates etc., including welding, grinding, buffing, polishing and making curvature (wherever
required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing
the railing with necessary accessories & stainless steel dash fasteners, stainless steel
bolts etc., of required size on the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of
stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,
fasteners etc.) | 79 | kg | 759.41 ₹59,993.39 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
31 Jan 2026, 6:00 pmClosed
Assistant Engineer,LSGD Section varandarappilly Gp
O/O Assistant Engineer ,LSGD Section varandarappillly
Annual Plan-2025-26 Pr no 147/25 Perumparamb kulam naveekaranam shuchithvam-In Varandarappilly GP-General Civil Work
2026_LSGD_824928_2
TN7-06/2025-26/AELSGD/VPLY
Open Tender
Civil Works - Others
180 days
Varandarappilly Gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,778
Yes
23 Jun 2026
22 Jan 2026
3 Feb 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
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
OD333051/2025-2026: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 m to 6m)
OD332158/2025-2026:60.7.1. 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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 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)
OD333073/2025-2026:10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
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