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| 1 | Bailing outwater by pump including all leads and lifts and including making all arrangementsfor disposal, where continous flow or seepage of water is encountered and rating of pumps and hour of operation is specifically ascertained as per direction of the Engineet In Charge. |
| 2 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 3 | 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) |
| 4 | 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). |
| 5 | 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) |
| 6 | Extra rate for each 250 metre or part thereof above the initial of 1.0Km on item no. 3, 4 & 5 Beyond 1.0 Km to 1.25Km. |
| 7 | Beyond 1.25 Km to 1.5Km. |
| 8 | Extra rate where land is to be arranged by the contractor on items no 2,3&4 for disposal of spoils. |
| 9 | Supplying, fitting and fixing including transportation of sign board for identifying the exact location of SFMI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C |
| 10 | 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. |
| 11 | 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 |
| 12 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 13 | 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. a) Pakur Variety |
| 14 | 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) |
| 15 | 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 (iii)15 mm. Thick. |
| 16 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. |
| 17 | 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. |
| 18 | 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 |
| 19 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule80 (medium duty) conforming to ASTMD 1785 and threaded to match with GI Pipes as per IS:1239(Part-I).with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted includingcost of allmaterials ,jointingmaterials, cuttingpipes, makingthreads,cutting trenches upto 1.5metre below surface in all sorts of soil and refilling the same as directed complete in all respect.(Payment will bemade on the centre linemeasurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)PVC Pipes 200 mm |
| 20 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (i) Pakur Variety |
| 21 | Supplying Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars (ie Stirrups for all types & all shapes, bars of all shapes, tie bars, chairs, etc. for slabs, beams, columns, piles, raft etc.) of approved make from factory/workshop to construction site including placing in position and binding all complete as per drawing & direction of Engineer in Charge. Thermo-Mechanically Treated bars of grade Fe-500D or more.For works in foundation and upto roof of ground floor/upto 4 m.B.SRMB, ELEGANT STEEL, CAPTAIN, BALAJI, SHAKTI, HEXA, RUNGTA STEEL, ADHUNIK, SUPER SHAKTI, SALUJA GOLD, RASHMI TMT, SEL, SEL TIGER |
| 22 | Performing activities for institutional development by formation and subsequent strengthening of registered WUA through creation of mass awareness and capacity building among them to achieve success and sustainability of M.I. Sub Project.1. Campaigning in the command area of one no WHT/WHR/RWHT/WDS 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:2. Demarcation of command area, selection of beneficiaries and preparation of land schedule within 10.0 Ha3. Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community per worker, remuneration to resource person and incidental charges.4. Registration Cost for WUA under suitable act (Society) deed writing including registration charge, conveyance cost & opening of Bank AC.5. 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).6. Meeting and onsite demonstration for operation & maintenance of Scheme, water manangement and mode of collection of water tax building of corpus fund etc.7. IEC Materials (Leaflet, poster, notebook ) = 8 meetings for SL-2 and SL-4.8. Documentation Cost for activities of WUA Scheme by still photography, report booklet etc in both hard and soft copy.9. Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years\" period. |
| 23 | Add GST for hole work value @ 18% or as applicable as per Govt. rule. |
| 24 | Add Labour well fare Cess @1% of Gross Bill Value Please Enable Macros to View BoQ information |
