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| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees 1 M girth on premeasurement …etc Complete as per the direction of the Engineer- in -Charge |
| 2 | Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 2 km from the place of excavation complete. |
| 3 | Excavation of foundation in all kinds of soil to proper section and profile with all leads, lifts and delifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete and depositing the excavated materials away from the work site with all leads, lifts and delifts including dewatering if necessary from foundation with all labour and T&P required for the item complete in all respect as directed by Engineer-in-Charge. |
| 4 | Earth work in Ordinary soil with all leads and lifts , laying in layers not exceeding 0.3m in depth including rough dressing & breaking clod minimum 5cm to 7 cm…. etc complete in all respects as directed by the Engineer-in-charge of the work.. |
| 5 | Excavation of all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock and boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow area including rough dressing and dumping the excavated material away from work site manually within initial lead and lift including stacking the useful material as directed. |
| 6 | Excavation of any approval type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved suface including spreading and compaction with sheep foot roller and sozers but excluding watering and compaction in dams and dykes for all heights including construction , maintainance, watering & lighting of haul road and borrow area as per the direction of EIC. i) Compacting rolling the earth work by PRR to proper section and profile with watering to all heights as directed by the Engineer -in-charge |
| 7 | Excavation of any approval type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved suface including spreading and compaction with sheep foot roller and sozers but excluding watering and compaction in dams and dykes for all heights including construction , maintainance, watering & lighting of haul road and borrow area as per the direction of EIC. i) Compacting rolling the earth work by PRR to proper section and profile with watering to all heights as directed by the Engineer -in-charge |
| 8 | Fine dressing and turffing the slope of dam and dyke with best compacted dub grass with 5 ( five ) extra lead and 2 ( two ) extra lift over initial lead and lift…………etc. complete. |
| 9 | Removing old revetment and approns and repacking with old stones including spalls for filling and wedging of all materials required for the work and finished to proper slope and level complete in all respect as directed by the Engineer-in-Charge. |
| 10 | Puddle filling of good clay for earthen blanket including intial lead of 50m and 1.50m intial lift as directed by the Engineer - in - Charge. |
| 11 | Filling in foundaiton and plinth with sand including watering and ramming etc.complete including cost, conveyance ,royalty and all other taxes of all materials with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer in Charge. |
| 12 | Supplying and spreading sand of approved specification for filter in rock toe, riprap and filter drains in earth dam and dyke to proper slope and level within an initial lead complete in all respect as directed by the Engineer-in-Charge. |
| 13 | Supplying and spreading 40m to 20mm size granite metal in filter in rock toe, riprap and filter drains in earth dam and dyke to proper slope and level within an initial lead complete in all respect as directed by the Engineer-in-Charge. |
| 14 | Providing stone riprap to the slope of earth dam & dyke with quarried & blasted granite stone boulders of size 0.3 m. & above including dumping on slopes filling interstices with small stones & wedges & packing surface to proper line & levels including fixing wave breakers complete with all leads & lifts complete as directed by the Engineer - in - charge.( No deduction towards voids in finished section) .(Cost of transportation to be added) |
| 15 | Cement Concrete M10 with 40 mm Size crusher broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. |
| 16 | Cement Concrete M15 with 20 mm Size crusher broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. |
| 17 | Reinforce Cement Concrete M20 with 20 mm Size crusher broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. |
| 18 | Straightening, cutting, bending, binding and tying the grills and placing them in position of approved design includign cost and conveyance of M.S.Rod and binding wire 18 to 20 gauge complete as directed by the Engineer-in-Charge. |
| 19 | Rigid smooth centering and shuttering for R.C.C works in foundation of all heights with wooden & steel shuttering plates including supply of ties supports rigidly fixed and removal including making good to the damaged surface where necessary with all scaffolding gangway etc. with cost, conveyance and other taxes of all materials including all labour and T&P materials required for the item complete in all respect as directed by the Engineer-in-charge. |
| 20 | Providing rigid shuttering with box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs ,barrages and dam blocks including cost of all materials and labours , T&P complete as directed by engineer in charge.(vide A/R item no. 36), Page no - 34). |
| 21 | Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour materials and T & P complete as directed by the Engineer in charge. |
| 22 | Supplying approved quality of coarse sand and laterite moorum for road work, conveying to the work site admixing the both in 40(sand) : 60(moorum) proportion and laying the admixture in sub base in layers not exceeding 100mm in thickness, watering and compacting to the required density with P.R.R. including hire and running etc. complte as per direction of the Engineer-In-Charge. |
| 23 | Providing, laying, spreading and compacting to WBM specification including spreading in uniform thickness , hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge works (4th Revision). |
| 24 | (A) grading -II (using Type-B 11.2 mm stone screening) |
| 25 | Providing, laying, spreading and compacting to WBM specification including spreading in uniform thickness , hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge works (4th Revision). |
| 26 | (A) grading -III (using Type-B 11.2 mm stone screening) |
| 27 | Providing & applying Primer coat with Bitumen Emulsion- MS on prepared surface of granular sub-base including clearing of road surface and spraying primer @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with cost of all material, labour, T&P, taxes , royalties etc complete in all respect as directed . |
| 28 | Providing & applying Tack coat with 0.30 kg/Sqm 60/70 penetration grade (VG-30) of Bitumen after cleaning and clearing the surface with mechanical broom as per clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with cost of all material, labour, T&P, taxes , royalties etc complete as directed by the Engineer-in-charge. |
| 29 | Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chippings and 14.60 kg 60/70 penetration grade (VG-30) of bitumen for 10.00 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR , hot mix plant , bitumen boilers and all other T&P articles etc with cost of all material, labour, T&P , taxes and royalities complete in all respect as per specification and direction by the Engineer-in-charge.. |
| 30 | Providing and laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7 mm size chips as per sieve analysis and 6.8kg of bitumen per 10sqm including hire and running charges of PRR ,hot mix plant,tar boiler and all other T&P articles complete in all respect as directed by the Engineer-in-charge. |
| 31 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 |
| 32 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 33 | Providing dry rubble rock toe with quarried & blasted granite stone boulders of size 0.3 m. & above including dumping on slopes filling interstices with small stones & wedges & packing surface to proper line & levels including fixing wave breakers complete with all leads & lifts complete as directed by the Engineer - in - charge.( No deduction towards voids in finished section) .(Cost of transportation to be added) |
| 34 | Installation of Gabion boxes / mattress made out of hexagonal woven wireman type zinc with PVC coated gabion boxes of size such as (3.00 x1.00x1.00) cum with mesh size 100 mm x 120 mm inner and outer diameter of 2.70 / 3.7 mm mesh wire 3.4/4.4 mm aclvedg wire and 2.2 / 3.2 mm lacing wire respectively in accordance with international standard EN 10223, EN 10244 as per required at site filled with hard granite stone of size not less than 0.0025 cum and compacting the stone inside gabion boxes with minimum voids and tying sthching with lacing wire and having tensile strength 100 Kg / cm2 with spacing of rings @ 200 C/C and placing in position with the help of materials etc. complete and as per direction of Engineer in charge |
| 35 | Rough stone dry packing in approns and revetments to all heights with hard granite stone ( 15Cm to 30Cm) including spalls for filling and wedging with cost, conveyance, royalty and other taxes of all materials required for the work and finished to proper slope and level complete in all respect as directed by the Engineer-in-Charge. |
| 36 | Laying and fixing in position RCC NP3 Hume pipe of 1200 mm diametre pipe with collars jointed with cement mortar 1:3 including cost of pipe, convence charge and all taxes itc |
| 37 | Supply,fitting ,fixing of R.C.C(1:2:4) fencing poststandard RCC posts with chips 1.68 M long,13 cmx13cm at bottom 8cmx8cm at top and 30cmx30cmx8cm base finished smooth |
| 38 | Supply of standard G.I. barbed wire at site of work of reputed manufacture (of weight not less than 9.38 kg/ 100 metres) Length of perifery =1180 mtr x 5 rows= 5900 mtr @ 9.38 kg/ 100 mtr = 553.42 kgs |
| 39 | Labour for fixing barbed wire fencing and post by means of staples and straining hooks by means of tying G.I.wire and including cost of staples,hooks and tying wires. |
| 40 | Laying and fixing in position RCC NP3 Hume pipe of 600 mm diametre pipe with collars jointed with cement mortar 1:3 including cost of pipe, convence charge and all taxes etc. complete in all respect as directed by the Engineer in Charge. . |
| 41 | Filling in foundaiton and plinth with excavated material including watering and ramming etc.complete including cost, conveyance ,royalty and all other taxes of all materials with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer in Charge. |
| 42 | Dismenting and removing concrete including stacking the useful material for reuse at site itc. Complete |
| 43 | Dismenting brick or stone masonary in cement mortar including stacking the useful material for reuse at site itc. Complete |
| 44 | Providing weep holes in Brick masonary / plain / Reinforced Concrete aboutment, wingwall / Return wall with 50mm dia P.V.C pipe, extending through the full width of the structure with slope of 1 v : 20 H to-wards drawing face etc. complete as per drawing and technical specification. ( vide A / R-2007, Item-7 page No-264. ) , Data for 30m. |
| 45 | Iron work wrought and put up ingrated doors,windows and cages per qntls. and put up for iron grill doors made out of angle and flat etc.of approved design including fabricating, cost, carriage, taxes etc complete as directed by the Engineer-in- Charge. for 0.508qntl |
| 46 | Applying 2 coats weather coat paint over a coat of primer over a coat of white cement wash etc. comp. Please Enable Macros to View BoQ information |
