Re-Excavation of Bodra Dighi Pukur at Bodra Mouza J. L. No. - 91 , Plot No. - 1687 , G.P. - Kenjakuraunder Bankura-I Block of Bankura District under the Executive Engineer (AI), Bankura (AI) Division under SSM (Core-Sector) programme

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.

Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.

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 1000 m including spreading, levelling disposed spoils at disposed area. (mode of measurement: pre work and post work)

Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS I 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 1000 m including spreading, leveliing disposed spoils at disposed area. (mode ofmeasurement: pre work and post work).

Excavation in soft weather rock / solt laterite rocks 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 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)

Construction of display board made with 250mm thick 1st class brick work in cement mortar (4:1) of size 1500mmx1200mm,foundation consisting of 150mm thick sand filling below the jhama brick flat soling,13mm thick(4:1) both side cement plaster up to G.L, painting with best quality synthetic enamel paint of approved make & brand including painting block letters & digits(Size above 4 cm & up to 5cm) with black japan or any approved paint as per direction of E.I.C in accordance with supplied specific approved drawing including necessary earth work in excavation in all sorts of soil,filling in foundation with earth in all respect with all costs of labour and materials.

Earthwork in excavation as noted below for foundation of structures including removing, spreading or stacking the spoils as directed and tremming the sides of the trenches, leveling, dressing and ramming the surfaces as required etc. complete within an initial lead of 75 metre and initial lift of 1.5metre. a) Local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

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) Silver sand

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (d) With local hard blackstone variety chips (crusher broken)

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm thick wooden shuttering without staging in foundation.

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

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (a) 20 mm thick plaster

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

Suppplying RC spun pipe (NP2) and matching collar as per specition including loading, unloding carriage and stacking properly at site as per instruction of Engineer in charge inclusive of all taxes. 600 mm dia pipe

600 mm collar

300 mm dia pipe

300 mm collar

Labour charge for laying, fitting and fixing in position RC spun pipe (NP2) with collar in canal banks, roads, including caulking the joints of collars as when and necessary with cement mortar (prop. 1 : 2) jute and bitumen etc. as approved including preparing sub-grade, curing including cost and carriage of sand, cement etc. complete (excluding cost and carriage of pipes and collars from Departmental stack yard). a) 600 mm dia Pipe

300 mm dia Pipe

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 ofmeasurement of finished quantity of work) (a) With earth obtained from excavation of foundation

Add GST for work value @ 18% or as applicable as per Govt. rule.

Add Labour well fare Cess @1% of Gross Bill Value

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