| 1 | 1 | Dismantling brick edging in strengthening portion as per CSR item No.8.5 | | 99.93 | Cum |
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| 2 | 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction\nincluding disposal of all surplus soil as directed within lead of 30 metres. | | 3255 | Cum |
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| 3 | 3 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) | | 8280 | Sqm |
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| 4 | 4 | Construction of granular sub-base by providing 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\ndesired density, complete as per MORD technical specifications | | 1242 | Cum |
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| 5 | 5 | Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete as per technical specifications | | 6000 | mtr |
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| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications | | 607.56 | Cum |
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| 7 | 7 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications\n | | 1158.81 | Cum |
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| 8 | 8 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications | | 7406.31 | Sqm |
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| 9 | 9 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications | | 16556.3 | Sqm |
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| 10 | 10 | Providing, laying and compaction of open graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continous type hot mix plant with bituminous binder VG-410 @ 1.46kg per sqm, carriage of mixed material to site of work and laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of MORT&H specifications. (as per CSR item No.24.25) | | 694.77 | MT |
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| 11 | 11 | Providing and laying of premix sand seal coat premixed in continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. [as per CSR item No.24.27 (b)] | | 167.24 | MT |
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| 12 | 12 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beeds @.25kg per sqm as per specification | | 139.8 | Sqm |
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| 13 | 13 | Construction of Embankment with Earth obtained from Roadway Cutting or Excavation (24.5) | | 3105 | cum |
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| 14 | 14 | Dismantling of stone soling | | 137.25 | cum |
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| 15 | 15 | Relaying of recovered material obtained from dismantling as construction of granular sub base | | 82.35 | cum |
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| 16 | 16 | Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation (CSR 10.10 b) | | 187.5 | Cum |
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| 17 | 17 | Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,joint filler, separation membrane, sealant primer,joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per clause 602 ofMORT&H 5th Revision | | 330 | Cum |
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| 18 | 18 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | | 169.5 | sqm |
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| 19 | 19 | First class brick work laid in cement sand mortar 1:5 in foundation and plinth | | 89.7 | cum |
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| 20 | 20 | Construction of side drain 1'0\" x1'-0\" with all respects | | 1150 | mtr |
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| 21 | 21 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014\nand of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all\ncomplete as per directions of Engineer-in- Charge. | | 2300 | mtr |
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| 22 | 22 | Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specification CSR 24.37 | | 3 | No |
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| 23 | 23 | Reinforced cement concrete M-15 grade 200 metre stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications | | 12 | No |
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| 24 | 24 | Providing and Fixing Cautionary Sign Board 600x600x600 triangular and definition plate 600x200mm rectangular item No.24.44 (B) +24.49 | | 6 | No |
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| 25 | 25 | Place identification Sign Board 900x600mm rectangular as per IRC 67-2001 with retroreflactor High intensity microprismatic grade sheeting fix over 2mm thick aluminium sheet as per CSR Item No.24.47 | | 8 | No |
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| 26 | 26 | P/fixing cat eyes | | 640 | No |
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| 27 | 27 | Credit of brick bats obtained from dismanteling of brick edging | | 49.96 | No |
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| 28 | 28 | Credit of brick bats obtained from dismanteling of brick edging | | 14389 | No |
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| 29 | 29 | Add 1% Culture Cess Charges | | 1.68889e+07 | Percentage |
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