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| 1 | SUB WORK NO:- 1. PROPOSED CONSTRUCTION OF W.B.M ROAD FROM 1 ) AVINASH MADLE HOUSE TO BOROL ROAD 2) BAROL ROAD TO SANTMARY SCHOOL IN WARD NO.17 FOR NAGAR PANCHAYAT DEONI |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). |
| 5 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken). |
| 6 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 7 | Supplying hard murum/ kankar at the road site, includingconveying and stacking complete. |
| 8 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 9 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 10 | Supplying Softmurum/ kankar at the road site, including conveying and stacking complete. |
| 11 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 12 | FOR OTHER MATERIALS |
| 13 | Agg.Sieve Analysis |
| 14 | SUB WORK NO:- .2 PROPOSED CONSTRUCTION OF W.B.M ROAD FROM 1)GANESH SIR HOUSE TO GARIBE HOUSE IN WARD NO.16 FOR NAGAR PANCHAYAT DEONI |
| 15 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 16 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 17 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). |
| 18 | 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-GradingI (Using Screening Type B (11.2 mm) Aggregate) |
| 19 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 20 | Supplying hard murum/ kankar at the road site, includingconveying and stacking complete. |
| 21 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 22 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 23 | Supplying Softmurum/ kankar at the road site, including conveying and stacking complete. |
| 24 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 25 | FOR OTHER MATERIALS |
| 26 | Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. |
| 27 | Agg.Sieve Analysis |
| 28 | SUB WORK NO:- 3. PROPOSED CONSTRUCTION OF W.B.M ROAD FROM 1) HAKKE HOUSE TO IBRAHIM SHAIKH HOUSE 2) IRSHAD MOMIN TO IRKAR HOUSE IN WARD NO.16 FOR NAGAR PANCHAYAT DEONI |
| 29 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 30 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 31 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). |
| 32 | 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-GradingI (Using Screening Type B (11.2 mm) Aggregate) |
| 33 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 34 | Supplying hard murum/ kankar at the road site, includingconveying and stacking complete. |
| 35 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 36 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 37 | Supplying Softmurum/ kankar at the road site, including conveying and stacking complete. |
| 38 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 39 | FOR OTHER MATERIALS |
| 40 | Agg.Sieve Analysis |
| 41 | SUB WORK NO:- 4.PROPOSED CONSTRUCTION OF R.C.C DRAIN FROM 1) RAMRAO BUNDGAR HOUSE TO BUDRE HOUSE IN WARD NO.16 FOR NAGAR PANCHAYAT DEONI |
| 42 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 43 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 44 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete. |
| 45 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing 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 |
| 46 | 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 |
| 47 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) |
| 48 | Providing and laying in situ / ready mix M20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcementetc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural/artifical sand) |
| 49 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 50 | METAL > 40MM |
| 51 | Compressive strength of C.C.Cube (Set of 3 cubes) |
| 52 | STEEL BAR TESTING |
| 53 | CONCRETE MIX DESIGN |
