Re excavation and development of Majhir Bundh WHT

Re-excavation and Development of Majhir Bundh WHT at Hijolgora in Jamuria Block of Paschim Bardhaman District. under MATIR SHRISTI Programme

Institutional Development for formation and registration of WUA and allied activities through creation of mass awareness and capacity building among them to achieve success and sustainability of M.I. Sub Project and Impact study & monitoring of clustered Sub-project by site visit of Community workers during 3 years’ period after commissioning of Sub-projects.

Clearing and removal of water hyacinth including weeds, thick and thorny floating jungles and burning them to ashes when dry or removing them outside Government land including all leads and lifts to stack in a nearby available space complete

Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.

Earth work in Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment! disposal site within all lifts and lead upto 1500 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work). (80% of total Earth Work)

Earthwork in Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS/ WHS/I RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment! disposal site within all lifts and lead upto 1500 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work ). (20% of Total Earth Work Volume)

Earthwork in Excavation in soft weather rock/soft laterite rocks for WDS/WHS/RESERVOIR/ SFMIS etc. with hydraulic excavator of required bucket capacity including cutting and loading in trippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment disposal site within all lifts and leads upto 1500 m including spreading, levelling disposed spoils at disposed area. (mode of measurement : pre work and post work)(10% of Total Earth Work Volume).

Earth work in excavation of foundation trenches or drain in all sorts of soil ( including mixed soil but excluding laterite and sand stone ) including removing spreading or stacking the spoils within a lead of 75 M as directed and including trimming the sides of trenches leveling dressing and ramming the bottom , bailing or pumping out of water etc. as required completes ( depth of excavation not exceeding 1.5 M ) not required shoring.

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling up the joints with powered earth or local sand.

Ordinary Cement Concrete (mix1:2:4) with garaded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any in ground floor as per relevant IS code.a) Pakur variety

Ordinary Cement Concrete (mix1:1.5:3) with garaded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any as per relevent IS codes

Hire & labour charges of shuttering with centering and necessary staging upto 4 mtrs using approved stout props & thick hard wood planks of approved thickness with required bracing for concrete slabs, bems, columns, lintels curved or straight including fitting fixing and striking out affer completion of works(upto the roof of ground floor).25mm to 30 mm thick wooden shuttering.

Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level.

Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth.

125 mm thick brick work with 1st class bricks in cement mortar (1:4) In ground floor.

Plaster (to wall, floor, ceiling etc. ) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor) [excluding cost of chipping over concrete surface]. (a) (1:4) cement mortar (ii) 15 mm thick plaster.

Neat cement punning about 1.5 mm thick in wall, dado, floor, drain ,door and window sill etc. Same as plaster

Painting block letters or digits in Black Japan or any approved paint as per direction. Size above 2.5 Cm upto 4.0 Cm.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work.

Supplying RCC pipe with spigot socket. 600 mm dia.NP3

Labour for loading RCC pipe into trucks, carts etc. at lifting point & unloading the materials at destination point & stacking the same in stackyard or go-down as per direction including carriage within a lead of 100 m (or part thereof) at each end.

Carriage of R.C. pipe over pucca road upto 5 Km distance.

Providing and Laying RCC pipe NP3 with spigot socket on first class bedding of grannular materials in single row including fixing with cement mortor 1:2 as per technical specification. 600 mm dia pipe.

Total Cost

Add GST@18%

Total including GST

Add Cess @1%

Total cost

Say Rs.

Campaigning in the command area of one no clustered SPSIS Sub- project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc.

Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges

Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C etc.

Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting )

Meeting and onsite demonstration for operation & maintenance of Scheme , water manangement and mode of collection of water tax, building of corpus fund etc

IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL - 4

Documentation Cost for activities of WUA Scheme by photography, report booklet etc in both hard and soft copy.

Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years’ period

TOTAL COST