Stage Contract Annual Maintenance/ Repair of various Flood Structres viz Crates,RBM Bunds,PCC Walls,Channelization and Various repairs to government Assets and allied works etc of Flood Control Sub Division Poonch, Inlcuding the Emergent Works

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1mtr from cutting edge

25 mtr beyond 1 m from cutting edge

50 mtr beyond 1 m from cutting edge

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.

Earth work in bulk excavation by mechanical eans (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in- Charge. All kinds of soil.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil.

Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.

Deduct for not watering the excavated earth for banking.

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m.

Filling / Hand-packing stones in wire-crates; excluding cost of crates and stones

Providing BA WIRE crates made from 4.00mm wire (Wires as per IS280) Machine woven both ends bent with the follwoinf meshes and nominal sectional weight.Mesh+toi(150x150+6;Sec.wtKg/sqm Sizw 6mx1.5m x1.5m with lids

Dumping stone excluding cost of stones. In Horizontal on level

Supply of boulders excluding carriage and head load.

Labour charges for Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags (1 cft)

Labour charges for Filling Mega bags with sand/ earth; including cost of sewing and strings; excluding cost of bags (26 cft)

Labour charges for Filling Geo bags with sand/ earth; including cost of sewing and strings; excluding cost of bags (2.83)

Supply of earth or sand to be filled in EC/Mega/Geo bags including excavation and all kinds of carriages etc complete job

Extraction / collection and stacking of boulders within nallah pheriphery excluding all carriages

Hair charges for taxi/cab including driver/fuel

Dry stone pitching (any thickness) excluding cost of stones.On Horizontal

Dry stone pitching (any thickness) excluding cost of stones.On Slopes

Opening out old wire crates those and re-binding after filling.

Loading/Unloading sand/ earth filled EC bags in lorries; lead upto 50m.

Placing in dry

Placing in Water

Loading/Unloading sand/ earth filled Mega bags (26 cft) in lorries; lead upto 50m.

Placing in dry

Placing in Water

Loading/Unloading sand/ earth filled Geo bags (2.83 cft) in lorries; lead upto 50m.

Placing in dry

Placing in Water

Supply and Stacking of good earth at site excluding carraige

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah

Suply of Ec bags poly bags

Engagement of labour / Beldar, Mazdoor

Fitter

Blacksmith IInd Class

Mason

Carpenter

Painter

Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Idle charge)

Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Running charges)

Hire charges of Chain Mounted Earth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job (idle charges)

Hire charges of Chain Mounted Earth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job (running charges)

Hire charges of Tippers including fuel, driver etc Running charges

Hire charges of Tippers including fuel, driver etc Idle charges

Hire charges of Tractors including fuel, driver etc complete job Running charges

Hire charges of Tractors including fuel, driver etc complete job Idle charges

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm girth upto and including 60cm girth.

Beyond 60cm girth upto and including 120cm girth

Providing and Laying PVC Polythene of special quality

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: 900mm

Supply of A4 Paper 75 GSM for sub divisional use

Carraige of materials by Mechanical transport: Earth upto 1 km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

Crates upto 1 km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

Stone /Boulder upto 1 km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

EC Bags upto 1 kms

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

40 mm Agregrate 1 Km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

20 mm Agregrate 1 Km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

Sand 1 km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 20 km /every additional Km

RCC Spun pipes /DI Pipes 600mm (1 km)

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 5 Km upto 10 km /km

Beyond 10 Km upto 20 km /km

Beyond 5 km upto 10 km per km

Beyond 10 km upto 20 km per km

Beyond 5 km upto 10 km per km

Beyond 10 km upto 20 km per km

Carraige of materials from road site to site of work by manual labour including loading , unloading and stacking (Earth for First 50mtrs)

for every additional 50 mtrs

Boulders for first 50 mtrs

for every additional 50 mtrs

Bages for first 50 mtrs

for every additional 50 mtrs

RCC Spun pipes First 50 mtrs (600mm)

Additional (50 metres) 600mm

Stone For First 50 Mtrs

for every additional 50 mtrs

40 mm For First 50 Mtrs

for every additional 50 mtrs

20 mm For First 50 Mtrs

for every additional 50 mtrs

Sand For First 50 Mtrs

NEELAM SHARMA