District Panchayat Tender
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Costs
EMD
₹ 21,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_DPK_742818_1Tender No
DSCO/KLM/113/2024-GTender Authority
District Panchayat ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed
earth to be levelled and neatly dressed.All kinds of soil
177.41
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OD1226/2024-2025 Dry Rubble masonry- Dry Rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and level cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site.
11.62
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-
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4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
2.19
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-
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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) : 4 graded stone aggregate 20 mm nominal size)
0.92
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3 Parapet wall 1M height 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)
11.34
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OD1201/2024-25
Labour only for Random rubble madonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1 cement:6 course sand:12 graded stoneaggregate
18.31
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4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
10.86
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-
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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) : 4 graded stone aggregate 20 mm nominal size)
2.72
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-
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4 Retaining wall wall 0.80 M height 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed
earth to be levelled and neatly dressed.All kinds of soil
2.43
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-
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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)
5.51
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4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
1.5
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-
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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) : 4 graded stone aggregate 20 mm nominal size)
0.33
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5 Outside finishing work 2.6.1 Ea5.rth 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.All kinds of soil
6.45
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4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
31.71
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-
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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) : 4 graded stone aggregate 20 mm nominal size)
10.19
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10.28 Providing and fixing stainlesssreel (Grade304) railing mad of Hollow tubes, channels,plates etc, including welding,grinding,buffing,polishing and making curvature(wherever required)and fitting the same with necessary stainless steel nutsand bolts complete,i/c fixing the railing with necessaryaccessaries and amp;stainless steel dash fastners,stainless steel bolts etc.,of required size on the top of the floor or the side of waisy slab with suitable arrangement as per approval pf Enginee rin charge, (forpayment purpose only weight of stainless steelmembers shall be considered excluding fixing accessariessuch as nuts,boits,fasteners etc)
48
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16.68 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.
62.15
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6 Step side protection wall 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed
earth to be levelled and neatly dressed.All kinds of soil
20.41
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-
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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)
20.33
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-
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4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
1.85
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-
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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) : 4 graded stone aggregate 20 mm nominal size)
0.92
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-
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