| 1 | 1 | Construction of embankment with approved material obtained from borrow pits with 1.50 m lift and 30 meter lead, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per techanical specification clause 301.5 (Including labour cess) | | 5860 | Cum |
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| 2 | 2 | Construction of Granular Sub base with well graded material Grading-I from sukurut quarry in 4.00 m width and 12.50 cm compacted thickness by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour cess) | | 1362 | Cum |
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| 3 | 3 | Providing , laying , spreading and compacting of stone aggragates 45-63 mm size SB from Sukurut in 3.75 m width and 75 mm compacted thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber applying and brooming ,stone screening, binding material @ 0.20 cum per 10 sqm to fill up the interstices of coarse aggregate, watering and compacting to required density grading -2 as per PWD specification . (Including labour cess) | | 755 | Cum |
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| 4 | 4 | Providing , laying , spreading and compacting of stone aggragates 22.4-53 mm size from sukurut in 3.75 m width 75 mm compacted thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber applying and brooming ,stone screening, binding material @ 0.18 cum per 10 Sqm to fill up the interstices of coarse aggregate, watering and compacting to required density grading -3 as per PWD specification . (Including labour cess) | | 756 | Cum |
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| 5 | 5 | Providing and appying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 kg/Sqm using mechanical means as per Technical specification claue 502. (Including labour cess) | | 10125 | Sqm |
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| 6 | 6 | Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.35 kg. per sqm on the prepared bituminous / granular surface cleaned with hydrulic broom as per Techinical Specification No.503 (Including labour cess) | | 10125 | Sqm |
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| 7 | 7 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm Dalla aggregate using bitumen VG-10 @1.46kg per sqm to required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grade and also including cost of all material , labour T&P etc.complete as per direction of Engineer-In-Charge. (Including labour cess) | | 10125 | Sqm |
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| 8 | 8 | Providing and laying seal coat Type-C sealing the voids in a bituminous surface with crushed stone chipping of 6.7 mm size defined as passing 9.5mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm and bitumen VG-10 @ 6.50 kg per 10 sqm on bituminous surface laid to the specifiaction levels, grade and cross fall using Type C and also including cost of all material , labour, T&P etc. complete as per direction of Engineer-in-charge (Including labour cess) | | 10125 | Sqm |
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| 9 | 9 | Exacavation in foundation in moorum/single/Kanker including lift upto 1.50 m amd lead up to 30 m and including filling watering and ramming of excaveted earth into the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surface earth and directed by the Engineer in charge upto a distance of 30 m. from the foundation tranches including all T&P phowarah and basket etc. complete. \nSOR SL.No.-252 (Including labour cess) | | 525 | Cum |
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| 10 | 10 | Concrete with 4 cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labours and tools and plants etc.required for proper completion for the work as per direction of E/I . (Including labour cess) | | 75 | Cum |
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| 11 | 11 | Plain Cement Concrete 1:2:4 Nominal Mix in open foundation complete as per drawing and techanical specification Clause 802 . (Including labour cess) | | 15 | Cum |
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| 12 | 12 | R.C.R Stone masonary work in cement mortar and Stone Khanda quarry in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.(Cement Mortar 1:4). (Including labour cess) | | 398 | Cum |
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| 13 | 13 | R.C.R Stone masonary work in cement mortar and Stone Khanda quarry in Sub Structure complete as per drawing and technical (Cement Mortar 1:4). (Including labour cess) | | 65 | Cum |
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| 14 | 14 | Mild steel work in RCC slab, Bed block including cost of reinforcement and its fixing/bending(when not include in over all rate) to required for proper completion of work as per direction of E/I. (Including labour cess) | | 13 | Qtl |
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| 15 | 15 | Providing and laying Reinforced Cement Concrete M20 (1:1.5:3)with cement approved coarse sand and 20 mm gauge Dalla stone ballast in slab & bed block of culvert including necessary centering & shuttering etc and also including S/o all materials required for the proper completion of the work. (Excluding cost of Reinforcement) . (Including labour cess) | | 18 | Cum |
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| 16 | 16 | Wearing coat in 1:1.5:3 on top of slab including all matireal, labour,tools and plants etc. required for proper completion for the work (Including labour cess) | | 5 | Cum |
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| 17 | 17 | Raised cement pointing with 1:3 cement and fine sand including all taxes, royalty and including supply of all material,labour, T&P etc. required for proper completion of work as per direction of E/I. (Including labour cess) | | 330 | Sqm |
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| 18 | 18 | Construction of filling and Diversion with approved materials obtained from borrow pits with all lead &lifts, up to 1Km transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density including royalty.(schedule Rate) | | 575 | Cum |
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