Rural Development Department has published Constructing Concrete Road Cc Road In Mulewadi , Kaudane And Other Villages , Supply Murum On Ashok Shivram Wasti Road In Taluka Karjat Dist Ahmednagar. Submission Date for this Tender is 25-07-2020. Road Work Tenders in AHMEDNAGAR Maharashtra. Bidders can get complete Tender details and download the document.
| A)Name of Work - Constructing Concrete Road in internal gavthan @ Mulewadi , Tal Karjat . , Dist - Ahmednagar. ,B)Constructing Concrete Road in internal gavthan @ Kaudane , Tal Karjat Dist - Ahmednagar. C)Constructing Concrete Road In internal Gavthan @ Chincholi Ramjan , Tal Karjat ..,Dist - Ahmednagar. D)Supply Murum on Ashok Shivram wasti Road @ Mulewadi , Tal-Karjat.E)Name of Work - Constructing Concrete Road From Maruti Mandir to Bedrewasti Road @ Supe Tal Karjat . , Dist - Ahmednagar. ,F)Constructing Constructing Concrete Road Internal Gavthan main Roads @ Takli Khandeshwari , Tal Karjat ., Dist - Ahmednagar. G) Constructing Concrete Road from samajmandir to Kohinkar Ghar to patharkar Ghar @ Chincholi Kaldate , Tal Karjat .,Dist - Ahmednagar. H)Name of Work - Constructing Concrete Road in internal Gavthan @ Guravpimpri Tal Karjat . , Dist - Ahmednagar. , I)Constructing Constructing Concrete Road Internal Gavthan Thetewadi @ Thetewadi (Guravpimpri), Tal Karjat ., Dist - Ahmednagar. J)Name of Work - Constructing Concrete Road in internal gavthan @ Nagamthan , Tal Karjat , Dist - Ahmednagar. ,K)Constructing Concrete Road In Gavthan To Bhairavnath Mandir @ Kokangaon Tal Karjat, Dist - Ahmednagar. L) Constructing Concrete Road In Bhairavnath Mandir To Maruti Mandir @ Kokangaon Tal Karjat .,Dist - Ahmednagar.M)Constructing Concrete Road In Raskarwasti @ Rawalgaon , Tal Karjat . | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nA) Qty For Work A | 480 | Cum. | |
| 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 approval will form part of the measurements) a)40 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nA) Qty For Work A | 66 | Cum. | |
| 3 | 3 | Suppling soft murum at road side including conveying & stacking complete \nA) Qty For Work A | 21.78 | Cum. | |
| 4 | 4 | Suppling hard murum at road side including conveying & stacking complete.A) Qty For Work A | 48 | Cum. | |
| 5 | 5 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nA) Qty For Work A | 66 | Sqm. | |
| 6 | 6 | Spreading Hard murum for side width etc complate.\nA) Qty For Work A | 69.78 | Sqm. | |
| 7 | 7 | Compacting the sub grade/gravel/oversize metal (100 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nA) Qty For Work A | 660 | Cum. | |
| 8 | 8 | 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 .\nA) Qty For Work A | 60 | Cum. | |
| 9 | 9 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nA) Qty For Work A | 600 | Cum. | |
| 10 | 10 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge A) Qty For Work A | 1 | NO | |
| 11 | 11 | Test Comp strength of M20 Concrete.\nA) Qty For Work A | 1 | NO | |
| 12 | 12 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nA) Qty For Work A | 1 | NO | |
| 13 | 13 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value ).\nA) Qty For Work A | 1 | NO | |
| 14 | 14 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nB) Qty For Work -B | 480 | Cum. | |
| 15 | 15 | 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 approval will form part of the measurements) a)40 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nB) Qty For Work -B | 66 | Cum. | |
| 16 | 16 | Suppling soft murum at road side including conveying & stacking complete.\nB) Qty For Work -B | 21.78 | Cum. | |
| 17 | 17 | Suppling hard murum at road side including conveying & stacking complete.\nB) Qty For Work -B | 48 | Cum. | |
| 18 | 18 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nB) Qty For Work -B | 66 | Sqm. | |
| 19 | 19 | Spreading Hard murum for side width etc complate.\nB) Qty For Work -B | 69.78 | Sqm. | |
| 20 | 20 | Compacting the sub grade/gravel/oversize metal (100 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nB) Qty For Work -B | 660 | Cum. | |
| 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, 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 .\nB) Qty For Work -B | 60 | Cum. | |
| 22 | 22 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nB) Qty For Work -B | 600 | Cum. | |
| 23 | 23 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge B) Qty For Work -B | 1 | NO | |
| 24 | 24 | Test Comp strength of M20 Concrete.\nB) Qty For Work -B | 1 | NO | |
| 25 | 25 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nB) Qty For Work -B | 1 | NO | |
| 26 | 26 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value ).\nB) Qty For Work -B | 1 | NO | |
| 27 | 27 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nC) Qty For Work C | 432 | Cum. | |
| 28 | 28 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nC) Qty For Work C | 118.8 | Cum. | |
| 29 | 29 | Suppling hard murum at road side including conveying & stacking complete.\nC) Qty For Work C | 82.404 | Cum. | |
| 30 | 30 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nC) Qty For Work C | 118.8 | Cum. | |
| 31 | 31 | Spreading Hard murum for side width etc complate.\nC) Qty For Work C | 82.404 | Sqm. | |
| 32 | 32 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nC) Qty For Work C | 594 | Sqm. | |
| 33 | 33 | 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 .\nC) Qty For Work C | 54 | Cum. | |
| 34 | 34 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nC) Qty For Work C | 540 | Cum. | |
| 35 | 35 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge C) Qty For Work C | 1 | Cum. | |
| 36 | 36 | Test Comp strength of M20 Concrete\nC) Qty For Work C | 1 | NO | |
| 37 | 37 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nC) Qty For Work C | 1 | NO | |
| 38 | 38 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nC) Qty For Work C | 1 | NO | |
| 39 | 39 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.\nD) Qty For Work D | 1593.9 | Sqm. | |
| 40 | 40 | 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. \nD) Qty For Work D | 187.11 | Cum. | |
| 41 | 41 | Excavation for catch / side water gutter in in Hard murum and boulder strata 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. \nD) Qty For Work D | 374.22 | Cum. | |
| 42 | 42 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete\nD) Qty For Work D | 426.19 | Cum. | |
| 43 | 43 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\nD) Qty For Work D | 800.41 | Cum. | |
| 44 | 44 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete\nD) Qty For Work D | 2286.9 | Sqm. | |
| 45 | 45 | Material Testing Hard Murum \nD) Qty For Work D | 1 | No | |
| 46 | 46 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nA) Qty For Work A | 633 | Cum. | |
| 47 | 47 | 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 approval will form part of the measurements) a)40 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nA) Qty For Work A | 69.63 | Cum. | |
| 48 | 48 | Suppling soft murum at road side including conveying & stacking complete \nA) Qty For Work A | 22.9779 | Cum. | |
| 49 | 49 | Suppling hard murum at road side including conveying & stacking complete.A) Qty For Work A | 50.64 | Cum. | |
| 50 | 50 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nA) Qty For Work A | 69.63 | Sqm. | |
| 51 | 51 | Spreading Hard murum for side width etc complate.\nA) Qty For Work A | 73.6179 | Sqm. | |
| 52 | 52 | Compacting the sub grade/gravel/oversize metal (100 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nA) Qty For Work A | 696.3 | Cum. | |
| 53 | 53 | 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 .\nA) Qty For Work A | 63.3 | Cum. | |
| 54 | 54 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nA) Qty For Work A | 633 | Cum. | |
| 55 | 55 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge A) Qty For Work A | 1 | NO | |
| 56 | 56 | Test Comp strength of M20 Concrete.\nA) Qty For Work A | 1 | NO | |
| 57 | 57 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nA) Qty For Work A | 1 | NO | |
| 58 | 58 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value ).\nA) Qty For Work A | 1 | NO | |
| 59 | 59 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nB) Qty For Work B | 648 | Cum. | |
| 60 | 60 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nB) Qty For Work B | 178.2 | Cum. | |
| 61 | 61 | Suppling hard murum at road side including conveying & stacking complete\nB) Qty For Work B | 91.206 | Cum. | |
| 62 | 62 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nB) Qty For Work B | 178.2 | Cum. | |
| 63 | 63 | Spreading Hard murum for side width etc complate.\nB) Qty For Work B | 91.206 | Sqm. | |
| 64 | 64 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nB) Qty For Work B | 891 | Sqm. | |
| 65 | 65 | 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 .\nB) Qty For Work B | 81 | Cum. | |
| 66 | 66 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nB) Qty For Work B | 810 | Cum. | |
| 67 | 67 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.\nB) Qty For Work B | 7.5 | Cum. | |
| 68 | 68 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge B) Qty For Work B | 1 | NO | |
| 69 | 69 | Test Comp strength of M20 Concrete\nB) Qty For Work B | 1 | NO | |
| 70 | 70 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content\nB) Qty For Work B | 1 | NO | |
| 71 | 71 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nB) Qty For Work B | 1 | NO | |
| 72 | 72 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nC) Qty For Work C | 441.6 | Cum. | |
| 73 | 73 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nC) Qty For Work C | 121.44 | Cum. | |
| 74 | 74 | Suppling hard murum at road side including conveying & stacking complete.\nC) Qty For Work C | 84.2352 | Cum. | |
| 75 | 75 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nB) Qty For Work B | 121.44 | Cum. | |
| 76 | 76 | Spreading Hard murum for side width etc complate.\nB) Qty For Work B | 84.2352 | Sqm. | |
| 77 | 77 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nB) Qty For Work B | 607.2 | Sqm. | |
| 78 | 78 | 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 .\nC) Qty For Work C | 55.2 | Cum. | |
| 79 | 79 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nC) Qty For Work C | 552 | Cum. | |
| 80 | 80 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge C) Qty For Work C | 1 | Cum. | |
| 81 | 81 | Test Comp strength of M20 Concrete\nC) Qty For Work C | 1 | NO | |
| 82 | 82 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nC) Qty For Work C | 1 | NO | |
| 83 | 83 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nC) Qty For Work C | 1 | NO | |
| 84 | 84 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nA) Qty For Work A | 873.6 | Cum. | |
| 85 | 85 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nA) Qty For Work A | 240.24 | Cum. | |
| 86 | 86 | Suppling hard murum at road side including conveying & stacking complete.\nA) Qty For Work A | 166.639 | Cum. | |
| 87 | 87 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nA) Qty For Work A | 240.24 | Cum. | |
| 88 | 88 | Spreading Hard murum for side width etc complate.\nA) Qty For Work A | 166.639 | Sqm. | |
| 89 | 89 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nA) Qty For Work A | 1201.2 | Sqm. | |
| 90 | 90 | 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 .\nA) Qty For Work A | 109.2 | Cum. | |
| 91 | 91 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nA) Qty For Work A | 1092 | Cum. | |
| 92 | 92 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge A) Qty For Work A | 1 | Cum. | |
| 93 | 93 | Test Comp strength of M20 Concrete\nA) Qty For Work A | 1 | NO | |
| 94 | 94 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nA) Qty For Work A | 1 | NO | |
| 95 | 95 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nA) Qty For Work A | 1 | NO | |
| 96 | 96 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nB) Qty For Work B | 652.8 | Cum. | |
| 97 | 97 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nB) Qty For Work B | 179.52 | Cum. | |
| 98 | 98 | Suppling hard murum at road side including conveying & stacking complete.\nB) Qty For Work B | 124.522 | Cum. | |
| 99 | 99 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nB) Qty For Work B | 179.52 | Cum. | |
| 100 | 100 | Spreading Hard murum for side width etc complate.\nB) Qty For Work B | 124.522 | Sqm. | |
| 101 | 101 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nB) Qty For Work B | 897.6 | Sqm. | |
| 102 | 102 | 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 .\nB) Qty For Work B | 81.6 | Cum. | |
| 103 | 103 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nB) Qty For Work B | 816 | Cum. | |
| 104 | 104 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge B) Qty For Work B | 1 | Cum. | |
| 105 | 105 | Test Comp strength of M20 Concrete\nB) Qty For Work B | 1 | NO | |
| 106 | 106 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nB) Qty For Work B | 1 | NO | |
| 107 | 107 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nB) Qty For Work B | 1 | NO | |
| 108 | 108 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nA) Qty For Work A | 480 | Cum. | |
| 109 | 109 | 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 approval will form part of the measurements) a)40 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nA) Qty For Work A | 66 | Cum. | |
| 110 | 110 | Suppling soft murum at road side including conveying & stacking complete \nA) Qty For Work A | 21.78 | Cum. | |
| 111 | 111 | Suppling hard murum at road side including conveying & stacking complete.A) Qty For Work A | 48 | Cum. | |
| 112 | 112 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nA) Qty For Work A | 66 | Sqm. | |
| 113 | 113 | Spreading Hard murum for side width etc complate.\nA) Qty For Work A | 69.78 | Sqm. | |
| 114 | 114 | Compacting the sub grade/gravel/oversize metal (100 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nA) Qty For Work A | 660 | Cum. | |
| 115 | 115 | 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 .\nA) Qty For Work A | 60 | Cum. | |
| 116 | 116 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nA) Qty For Work A | 600 | Cum. | |
| 117 | 117 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge A) Qty For Work A | 1 | NO | |
| 118 | 118 | Test Comp strength of M20 Concrete.\nA) Qty For Work A | 1 | NO | |
| 119 | 119 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nA) Qty For Work A | 1 | NO | |
| 120 | 120 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value ).\nA) Qty For Work A | 1 | NO | |
| 121 | 121 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nB) Qty For Work B | 516 | Cum. | |
| 122 | 122 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nB) Qty For Work B | 33 | Cum. | |
| 123 | 123 | Suppling hard murum at road side including conveying & stacking complete.\nB) Qty For Work B | 31.53 | Cum. | |
| 124 | 124 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nB) Qty For Work B | 33 | Cum. | |
| 125 | 125 | Spreading Hard murum for side width etc complate.\nB) Qty For Work B | 31.53 | Sqm. | |
| 126 | 126 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nB) Qty For Work B | 165 | Sqm. | |
| 127 | 127 | 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 .\nB) Qty For Work B | 51.6 | Cum. | |
| 128 | 128 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nB) Qty For Work B | 516 | Cum. | |
| 129 | 129 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge B) Qty For Work B | 1 | Cum. | |
| 130 | 130 | Test Comp strength of M20 Concrete\nB) Qty For Work B | 1 | NO | |
| 131 | 131 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nB) Qty For Work B | 1 | NO | |
| 132 | 132 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nB) Qty For Work B | 1 | NO | |
| 133 | 133 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nC) Qty For Work C | 216 | Cum. | |
| 134 | 134 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nC) Qty For Work C | 59.4 | Cum. | |
| 135 | 135 | Suppling hard murum at road side including conveying & stacking complete.\nC) Qty For Work C | 28.602 | Cum. | |
| 136 | 136 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nC) Qty For Work C | 59.4 | Cum. | |
| 137 | 137 | Spreading Hard murum for side width etc complate.\nC) Qty For Work C | 28.602 | Sqm. | |
| 138 | 138 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nC) Qty For Work C | 297 | Sqm. | |
| 139 | 139 | 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 .\nC) Qty For Work C | 27 | Cum. | |
| 140 | 140 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nC) Qty For Work C | 270 | Cum. | |
| 141 | 141 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge C) Qty For Work C | 1 | Cum. | |
| 142 | 142 | Test Comp strength of M20 Concrete\nC) Qty For Work C | 1 | NO | |
| 143 | 143 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nC) Qty For Work C | 1 | NO | |
| 144 | 144 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nC) Qty For Work C | 1 | NO | |
| 145 | 145 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.\nD) Qty For Work D | 432 | Cum. | |
| 146 | 146 | 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 approval will form part of the measurements) a)80 mm Metal, By breaking rubble obtained by lasting.(Hand broken). with prior approval of concerned Superitending Engineer\nD) Qty For Work D | 118.8 | Cum. | |
| 147 | 147 | Suppling hard murum at road side including conveying & stacking complete.\nD) Qty For Work D | 82.404 | Cum. | |
| 148 | 148 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\nD) Qty For Work D | 118.8 | Cum. | |
| 149 | 149 | Spreading Hard murum for side width etc complate.\nC) Qty For Work C | 82.404 | Sqm. | |
| 150 | 150 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\nD) Qty For Work D | 594 | Sqm. | |
| 151 | 151 | 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 .\nD) Qty For Work D | 54 | Cum. | |
| 152 | 152 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.\nD) Qty For Work D | 540 | Cum. | |
| 153 | 153 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge D) Qty For Work D | 1 | Cum. | |
| 154 | 154 | Test Comp strength of M20 Concrete\nD) Qty For Work D | 1 | NO | |
| 155 | 155 | Test of Sand Fineness Modulus ( Sieve Analysis ),Silt & Clay Content.\nD) Qty For Work D | 1 | NO | |
| 156 | 156 | Basic Test of Aggregate ( Water Absorption, Specific Gravity , Impact Value,Crushing Value )\nD) Qty For Work D | 1 | NO |
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