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| 1 | Earth Work in cutting or in embankment in Ordianry/black cotton soil excavation to be the form of regular pits not exceeding ½ meter (20\") in depth and earth work in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required level and slopes and also including 1.5mm (5\") lift and 30m (100\") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m (100\") distance as directed by the E/I. |
| 2 | Providing laying and compacting stone agregates 45-90 of water bound macadam specification including spreading in uniform thickness hand packing-rolling with3wheeledsteel/vibratory roller80-100 tones instagesto proper grade andcamber applying andbrooming requisite type of screening materials coursesandto fil-lup the interstices ofcourse agreegate watering and compacting tothe required density grading 1 as per technical specification clause405 |
| 3 | Providing laying and compacting stone agregates 45-63 of water bound macadam specification including spreading in uniform thickness hand packing-rolling with3wheeledsteel/vibratory roller80-100 tones instagesto proper grade andcamber applying andbrooming requisite type of screening materials coursesandto fil-lup the interstices ofcourse agreegate watering and compacting tothe required density grading 2 as per technical specification clause405 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) obtained from approved query sukrut to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type \"B\" screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required denstity. as per Technical specification clause.4.7/405(3) As per Analysis |
| 5 | Providing and applying primer coat with bitumin emulsion (SS) on prepared surface of granular Base including clearing of road surface and and sprying primer at rate of 0.75 Kg/sqm ssing machenical means (MORD 502) As per Analysis |
| 6 | Providing and applying tack coat with bitumin VG-10 using pressure disributor at rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechnical broom (MORD 503) As per Analysis |
| 7 | Cleaning the existing W.B.M. surface and laying 2cm. Thick Premix carpet with appd. Grit (in ratio 1:2 with 10-16 mm & 16-22.4mm gauge with dalla Grit) and bitumen including neating the paint to required tamperature and mixing either in mixer or by hand including cartage of materials, maintenance of side, patries and watering them during operation including supply of all materials L.T.&P. required for proper completion of the work also including cost of maxphalt and back coat.As per Analysis |
| 8 | Cleaning the premix carpet surface and laying seal coat with 6 mm Grit, including supply of all materials, Labour, T&P etc. required for proper completion of work.As per Analysis |
| 9 | Brick adging on both side of rode m 150 8 cm wide 12 cm deep laid with mud mortar including all materail as per |
| 10 | Supply and laying 350mm dia hume pipe |
| 11 | Laying C.C. Road Slab consisting of 1:2:4 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber and including supply of all materials, labour T&P etc. |
| 12 | Excavation in foundation in black cotton soil including lift upto 1.5 m & lead upto 30 m including filling water ring ramming & Dressing of exvaled earth with trenches or into the spare between walls of foundation and removal of surplus earth as directed by E/I A. |
| 13 | Ist class brick in 4:1 fine sand and cement of 1.25 fineness modulus mortar in foundation & plinth including supply of all material labour and tools and plants etc. required for proper completion of work. |
| 14 | Supply and laying of 125 micron polythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and conc. Slab (for C.C. raod slab), inculding including supply of all materials, L T&P etc. required for proper completion of the work. |
| 15 | Supply and Fixing one no. sign board as per approved desgine by HQ all complete etc. required for proper compeletion of the work.(AS PER APPROVED RATE HQ) |
| 16 | P.C. Work The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 1st Year Maintenance Cost On Amount Rs. 2560503.75 @ 0.0 % |
| 17 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 2nd Year Maintenance Cost On Amount Rs. 2560503.75 @ 1.00 % |
| 18 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for Year Maintenance Cost On Amount Rs. 2560503.75 @ 1.50 % |
| 19 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 4th Year Maintenance Cost On Amount Rs. 2560503.75 @ @ 2.00 % |
| 20 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 5th Year Maintenance Cost On Amount Rs. 2560503.75 @ 3.00 % |
| 21 | C.C. Work The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 1st Year Maintenance Cost On Amount Rs. 308533.15 @ 0.00 % |
| 22 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 2nd Year Maintenance Cost On Amount Rs. 308533.15 @ 0.34 % |
| 23 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 3rd Year Maintenance Cost On Amount Rs. 308533.15 @ 0.50% |
| 24 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 4th Year Maintenance Cost On Amount Rs. 308533.15 @ 0.66 % |
| 25 | The routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in CB Condition and keep the entire road surfaceand structure in Defect free condition during the entire maintenace period which begins from the actual Completion Data and ends after Five years (including cost of material T&P labour but excluding GST) for 5th Year Maintenance Cost On Amount Rs. 308533.15@ 1% Please Enable Macros to View BoQ information |
