| 1 | 1 | Providing and laying main strom water drain | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed,manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-1/259)\nFor Pipeline 0 to 1.5 m lift \n | | 4804.2 | cum |
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| 3 | 1.02 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed,manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-1/259)\n 1.5 to 3.0 m lift | | 111 | cum |
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| 4 | 1.03 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts asnbelow, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A2/259)\n0 to 1.5 m lift | | 1601.4 | cum |
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| 5 | 1.04 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts asnbelow, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A2/259)\n1.5 to 3.0 m lift\n | | 37 | cum |
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| 6 | 1.05 | Excavation for foundation / pipe trenches inhard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) \n0 to 1.5 m lift | | 800.7 | cum |
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| 7 | 1.06 | Excavation for foundation / pipe trenches inhard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) \n1.5 to 3.0 m lift | | 18.5 | cum |
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| 8 | 1.07 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)\n0 to 1.5 m lift | | 400.35 | cum |
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| 9 | 1.08 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)\n1.5 to 3.0 m lift | | 9.25 | cum |
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| 10 | 1.09 | Excavation for foundation / pipe trenches inhard rock by controlled blasting, including trimming and levelling the bed by chisellingwhere necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.\n(Bd-A-5/259)\n0 to 1.5 m lift | | 400.35 | cum |
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| 11 | 1.1 | Excavation for foundation / pipe trenches inhard rock by controlled blasting, including trimming and levelling the bed by chisellingwhere necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.\n(Bd-A-5/259)\n1.5 to 3.0 m lift | | 9.25 | cum |
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| 12 | 1.11 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand\nFor C. C. M-15 providing and casting in situ | | 204.75 | cum |
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| 13 | 1.12 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 42 | cum |
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| 14 | 1.13 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | | 69 | MT |
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| 15 | 1.14 | Providing and fixing water entrants on road side drains including curb entrance, grate entrance.etc. complete as directed by Engineer-in-charge. | | 1.212 | Nos |
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| 16 | 1.15 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | | 480 | hour |
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| 17 | 1.16 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.\nSpecification No BDA 11 Page No 263/SSR Page No 154 | | 141 | cum |
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| 18 | 1.17 | Filling in plinth and floors with approved excavated material in 15cm.\nto 20cm. layers including watering and compacting etc. complete.\nSpecification No BDA 10 Page No 262/SSR Page No 154 | | 4389 | cum |
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| 19 | 1.18 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. | | 3803 | cum |
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| 20 | 1.19 | open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards/ horizontal sheeting, runners, etc as may be necessary and fixing and removal complete ( measurement to be taken of the face/area timbered) (NBO item no 4-15 page no59)\n0 to 1.5 m lift | | 78 | Sqm |
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| 21 | 1.2 | open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards/ horizontal sheeting, runners, etc as may be necessary and fixing and removal complete ( measurement to be taken of the face/area timbered) (NBO item no 4-15 page no59)\n1.5 to 3.0 m lift | | 312 | Sqm |
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| 22 | 1.21 | open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards/ horizontal sheeting, runners, etc as may be necessary and fixing and removal complete ( measurement to be taken of the face/area timbered) (NBO item no 4-15 page no59)\n0 to 1.5 m lift | | 195 | Sqm |
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| 23 | 1.22 | open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards/ horizontal sheeting, runners, etc as may be necessary and fixing and removal complete ( measurement to be taken of the face/area timbered) (NBO item no 4-15 page no59)\n1.5 to 3.0 m lift | | 312 | Sqm |
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| 24 | 1.23 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores/site, unloading and stacking etc. complete. (I.S. - 458 / 1988)\nNP III Pipe\n1) 600 mm dia pipe (NP III) | | 1090.4 | Rmt |
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| 25 | 1.24 | 2) 800 mm dia pipe (NP III)\n\n | | 177 | Rmt |
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| 26 | 1.25 | 3) 900 mm dia pipe (NP III)\n | | 526 | Rmt |
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| 27 | 1.26 | 4) 1000 mm dia pipe (NP III)\n\n | | 156.7 | Rmt |
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| 28 | 1.27 | 5) 1200 mm dia pipe (NP III) | | 842 | Rmt |
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| 29 | 1.28 | 6) 1400 mm dia pipe (NP III)\n | | 131 | Rmt |
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| 30 | 1.29 | 7) 1600 mm dia pipe (NP III)\n | | 14.9 | Rmt |
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| 31 | 1.3 | 8) 1800 mm dia pipe (NP III)\n | | 144.2 | Rmt |
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| 32 | 1.31 | 9) 1900 mm dia pipe (NP III)\n | | 115.3 | Rmt |
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| 33 | 1.32 | 10) 2000 mm dia pipe (NP III)\n | | 310.2 | Rmt |
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| 34 | 1.33 | Lowering, laying and jointing in proper grade and alignment R.C.C. Pipes with collar joints in C.M. 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. Coller,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc complete as directed by Engineer-in-Charge (For all class of pipes) as per IS-783-1985.\n1) 600 mm dia pipe (NP III) | | 1090.4 | Rmt |
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| 35 | 1.34 | 2) 800 mm dia pipe (NP III)\n\n | | 177 | Rmt |
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| 36 | 1.35 | 3) 900 mm dia pipe (NP III)\n | | 526 | Rmt |
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| 37 | 1.36 | 4) 1000 mm dia pipe (NP III)\n\n | | 156.7 | Rmt |
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| 38 | 1.37 | 5) 1200 mm dia pipe (NP III) | | 842 | Rmt |
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| 39 | 1.38 | 6) 1400 mm dia pipe (NP III)\n | | 131 | Rmt |
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| 40 | 1.39 | 7) 1600 mm dia pipe (NP III)\n | | 14.9 | Rmt |
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| 41 | 1.4 | 8) 1800 mm dia pipe (NP III)\n | | 144.2 | Rmt |
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| 42 | 1.41 | 9) 1900 mm dia pipe (NP III)\n | | 115.3 | Rmt |
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| 43 | 1.42 | 10) 2000 mm dia pipe (NP III)\n | | 310.2 | Rmt |
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| 44 | 1.43 | Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge.\n6 mm to 12 mm pebbles | | 141 | Rmt |
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| 45 | 1.44 | Providing and constructing B.B. masonry circular manhole without conical shape excluding excavation, RCC 1:2:4 proportion, 20 cm bedding brick masonry in CM 1:4 proportion,23 cm thick for 2 M depth from top35 cm thick for 2 M below it and 45 cm thick for balance depth, RCC slab at top and at 2 M depth from top for supporting brick masonry above it, plastering with smooth finish in CM 1:2 proportion C.C.1:2:4 finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., providing and fixing S.F.R.C. frame and cover of 56 cm.dia. at top including cost of all materials and labour, etc.complete.\n1) 1.00 m Dia*2 m Depth | | 11 | No. |
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| 46 | 1.45 | 2) 1.5 m Dia*3 m Depth | | 11 | No. |
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| 47 | 1.46 | Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including hand packing filling voids with sand / grit, ramming, watering complete. (Spec. No. : As directed by Engineer-in-charge /Page No. 154) | | 62.78 | cum |
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| 48 | 1.47 | Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 30.24 | cum |
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| 49 | 1.48 | Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) | | 603.25 | cum |
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| 50 | 1.49 | Providing and laying plain in situ / ready mix M-20 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) (excluding dewatering by pump) for 14 days \n RCC Grade.With Concrete Mixer\n(R.C.C. Slab) | | 43.53 | cum |
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| 51 | 1.5 | Providing and fixing precast 125 mm thick slotted covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete. | | 220 | No |
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| 52 | 1.51 | Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. | | 600 | No |
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| 53 | 1.52 | providing and laying 150mm thick hard murum having PI less than 6 blanketing including watering and compaction with power roller etc complete. sp.no, as directed by Engineer incharge | | 263.125 | Cum |
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| 54 | 1.53 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | | 273.37 | cum |
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| 55 | 1.54 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | | 131.561 | cum |
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| 56 | 1.55 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 87.706 | cum |
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| 57 | 1.56 | Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer. | | 5279.25 | Kg |
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| 58 | 1.57 | Providing Traffic Warden on daily basis and shiftwise including daily allowance etc. complete or as directed by Engineer in Charge. | | 400 | Man day |
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| 59 | 1.58 | Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. | | 2.4 | Mt |
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| 60 | 1.59 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | | 33.75 | Sqm |
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| 61 | 1.6 | Providing porous gallary for Rainwater Harvesting / Ground water recharge Arrengement | | 45 | No. |
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