New-Excavation of Dhanara Hapa - II at Mouza - Dhanara, J.L. No - 36, Plot No. -1625 Block - Ranibundh, Dist - Bankura under the Executive Engineer (AI), Bankura (AI) Division under Matir Shristi programme

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

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 postwork)

Excavation in gravel / moorum / kankar / compact moorum /very much weathered rock / sticky soil mixed with moorum or ghooting 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 postwork)

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 1500 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement : pre work and post work)

Fine dressing the sub-grade slope / flank etc. to proper profile including cutting and removing spoils where necessary.

Extra rate for compact earthwork in embankment by watering, rolling with sheep foot roller or loaded truck in layers of 23 cm. as per direction of the Engineer -in-Charge. (b) Without OMC

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.

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

Cement concrete with 32 mm down graded gravel excluding shuttering. In ground floor (a) 1:3:6 proportion

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

Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness 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 shuttering without staging in foundation..

Plaster with sand and cement including rounding off for chamfering corners as directed, racking out joints or roughening concrete surface including chipping and application of cement slurry (Ghola) clearing the surface, top finishing, curing and necessary scaffolding complete with supply and carriage of all materials to site. b) Mortar Mix. 1 :4 (ii)20 mm. Thick.Plaster

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

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) a) Earth obtained from foundation excavation.

Suppplying RC spun pipe (NP3)Spigot type including loading unloading staking carriage with all taxes complte at work site as per direction of EIC and Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2. 600mm dia-pipe

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. i)300 mm dia-pipe

300 mm dia-Collar

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

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

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

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