RestoringouterbundofMangalam

Amount

Repair of Retaining wall

60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

15.9.2 : 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 cement mortar

od67697/2019_2020/KP : Earth work in excavation in or under water 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 ( Based on 2.6.1)All kinds of soil

60.7.8 : 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

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

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)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Bund Rising and Geo Textile

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

od67695/2019_2020/KP : :Earthwork in rough excavation banking excavated earth in layers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all leads and lifts in allkinds of soil(based on DSR 2.2.1-2.4-2.5+20% )under excavation in stiff kayal clay.

od67696/2019_2020/KP : :Strengthening the earthern bund using coir geo textile (740gsm) etc. complete including cinveyance and all other incidential charges as per the direction of the departmental officers at site

K M DAVID

BASIL K DAVID

Bidder Name

K M DAVID

sanalkumar v d

BASIL K DAVID