| 1 | 1 | 1) MEHTAB SHAIKH TO SHAYM BHISE HOUSE | | | |
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| 2 | 2 | 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\nstack 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 rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer. | | 22.2 | Cum |
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| 3 | 3 | Supplying Crusher Brken - 6 MM of trap /granite/ quartzite/gneiss stone metal at the road side including conveying and stacking for use in bituminous road surface work etc completed | | 7.4 | Cum |
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| 4 | 4 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . | | 22.2 | Cum |
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| 5 | 5 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | | 7.4 | Cum |
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| 6 | 6 | 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, Steel centering, 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\nDrum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely\nwashed etc) | | 44.4 | Cum |
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| 7 | 7 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/ gneiss metal for coping to plinth or parapet,\nmoulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if\nspecial finish is to be provided, finishing uneven and honeycombedsurface and curing etc. complete. The Cement Mortar 1:3 plaster is\nconsidered 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 fine aggregate\n(Natural Sand / Crushed sand VSI Grade finely washed etc) | | 33.3 | Cum |
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| 8 | 8 | Royalty Charges For material i.e.Rubble, Murum, Soil, 60mm. /40mm. metal (Hand broken), royalty charges are not included in the rates. Prevalent Royalty charges including surcharge shall be separately considered while preparing estimate and shall be part of Schedule-B of tender. Any revision in Royalty charges and surcharge shall be included in the rate analysis of the respective item. If there is variation in these rates the difference shall be paid extra over the items to the contractor and shall be recovered, if these rates are reduced by Govt. i.e Revenue department. | | 57.72 | Cum |
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| 9 | 9 | For Sand ADD Surchages 2% | | 35.52 | Cum |
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| 10 | 10 | ADD 10% D.M.F. On SAND | | 35.52 | Cum |
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| 11 | 11 | FOR OTHER MINARALS ADD 2% SURCHAGES | | 22.2 | Cum |
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| 12 | 12 | Laboratory testing charges are not considered in the Rate Abstracts. Whereever 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 Schedule B of tender.\n1) Sieve Analysis | | 1 | Nos |
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| 13 | 13 | 2) Commpressive Strength of Cement Concrete Cube | | 1 | Nos |
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| 14 | 14 | ADD 12 % GST | | 1 | GST |
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| 15 | 15 | ADD 1 % INSURANCE | | 1 | INSURANCE |
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| 16 | 16 | 1) MEHTAB SHAIKH TO SHAYM BHISE HOUSE | | | |
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| 17 | 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\nstack 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 rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer. | | 22.2 | Cum |
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| 18 | 18 | Supplying Crusher Brken - 6 MM of trap /granite/ quartzite/gneiss stone metal at the road side including conveying and stacking for use in bituminous road surface work etc completed | | 7.4 | Cum |
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| 19 | 19 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . | | 22.2 | Cum |
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| 20 | 20 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | | 7.4 | Cum |
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| 21 | 21 | 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, Steel centering, 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\nDrum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely\nwashed etc) | | 44.4 | Cum |
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| 22 | 22 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/ gneiss metal for coping to plinth or parapet,\nmoulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if\nspecial finish is to be provided, finishing uneven and honeycombedsurface and curing etc. complete. The Cement Mortar 1:3 plaster is\nconsidered 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 fine aggregate\n(Natural Sand / Crushed sand VSI Grade finely washed etc) | | 33.3 | Cum |
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| 23 | 23 | Royalty Charges For material i.e.Rubble, Murum, Soil, 60mm. /40mm. metal (Hand broken), royalty charges are not included in the rates. Prevalent Royalty charges including surcharge shall be separately considered while preparing estimate and shall be part of Schedule-B of tender. Any revision in Royalty charges and surcharge shall be included in the rate analysis of the respective item. If there is variation in these rates the difference shall be paid extra over the items to the contractor and shall be recovered, if these rates are reduced by Govt. i.e Revenue department. | | 57.72 | Cum |
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| 24 | 24 | For Sand ADD Surchages 2% | | 35.52 | Cum |
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| 25 | 25 | ADD 10% D.M.F. On SAND | | 35.52 | Cum |
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| 26 | 26 | FOR OTHER MINARALS ADD 2% SURCHAGES | | 22.2 | Cum |
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| 27 | 27 | Laboratory testing charges are not considered in the Rate Abstracts. Whereever 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 Schedule B of tender.\n1) Sieve Analysis | | 1 | Nos |
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| 28 | 28 | 2) Commpressive Strength of Cement Concrete Cube | | 1 | Nos |
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| 29 | 29 | ADD 12 % GST | | 1 | GST |
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| 30 | 30 | ADD 1 % INSURANCE | | 1 | INSURANCE |
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