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| 1 | PART A (Road Work) : - Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specification Clause 301.3.3.4.1, with all lifts and and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 PWD SOR S.I.No. 253/2020-21 |
| 2 | Catage of earth upto 5 Km distance including loading unloading excluding Royalty all complete. S.I. No.231(a)/2020-21 |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Analyes Rate Attached) |
| 4 | Providing, laying, spreading and compacting stone aggregates ofspecification (WMM) specification including spreading in uniform thickness, hand packing , rolling with smooth wheel roller 80 -100 KN in stages to proper grade and camber, laying and brooming, stone sceening to fill up the interstices of coarse aggregate, watering and compacting to the required denesity(Analysis Rate Attached) |
| 5 | Providing and applying primer coat with emulsionon prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm. using mechanical means.(Analysis Rate Attached) |
| 6 | Providing and applying Tack Coat withemulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Analysis Rate Attached) |
| 7 | P/L 50 mm Thick Bituminous Macadam (B.M.) with 100-120 TPH hot mix plant producing an average output of T.P.H. using crushed aggregate of specified grading premixed with bitumenous binder (VG-30) (3.4%) mix and filler, transporting HMP to work site, laying with paver finisher with to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve as per MORT&H specification clause 504 in all respect. (Analysis RateAttached) |
| 8 | P/L semi densebituminous concrete with 60-70 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (CRMB-55) @ 5.0 per cent by weight of total mix and filler, or mix design transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (Analysis Rate Attached) |
| 9 | Brick edgingon both side of the Road with 1st class brick 11.50 cm. (4.5\") wide and 23 cm. (9\"\") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-charge. (Analysis Rate Attached) |
| 10 | PART B (Drain Work) : -Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters (200 feet).(PWD SOR S.I.No.692/2020-21) |
| 11 | Deduct Bricks for to be used |
| 12 | Deduct Brick Bats for to be used |
| 13 | Dismantling reinforcement cement concrete or reinforcement brick work including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters (200 feet).PWD SOR S.I. No. 694/2020-21 |
| 14 | Earth work in excavation for Structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material. PWD SOR S.I.No. 251/2020-21 |
| 15 | P/L cement concrete1 :6 :12 (1 cement: 6 F sand: 12 graded brick ballast 40 mm nominal size) including supply of all materials, labour & T&P etc. reqd. for proper completion of work as per direction of E/I. (PWD SI No.274/20209-10 |
| 16 | First Class brick work in 1:4 cement & and coarse sand Mortar in foundation and plinth including supply of all materials, labour and tools & plants etc reqd for proper completion of the work. (PWD SI No.305b/ 2020-21 |
| 17 | 12 mm. thick plaster With 1:3 cement & and coarse sand Mortar.. UPPWD S.O.R. S.I. No.583/2020-21 |
| 18 | R.C.C. works with cement approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion 1:1.5:3 (1 cement:4.5 aggregate) inSlab excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labour and tools and plants etc required for proper completion of the works. Strength of the concrete shall not be less than M-150.SOR s.I. No. 284/2020-21 {Add diff. of Cement {(8.29-6.66)x260=423.80+8190.00=8613.80} |
| 19 | Mild steel or Iron in plain work such as reinforced concrete or reinforcement brick work (When not wrought to included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured upto floor two level.UPPWD S.O.R. S.I. No.504/2020-21 |
| 20 | Providing and laying in cement concrete 4:2:1 of not less than strength of M150 stone ballast (20 mm. nominal size) :2 approved coarse sand:1 cement and curing complete, including cost of formwork in foundation and floors.UPPWD S.O.R. S.I. No.279(b)/2020-21 |
