| 1 | 0.9 | Construction of Cement Concrete Road | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | BI01010001010000000000000515BI0100001113 | 58.8 | Cum. |
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| 3 | 1.02 | providing and laying 150mm thick hard murum having PI less than 6 blanketing including watering and compaction with power roller etc complete. sp.no, as directed by Engineer incharge | BI01010001010000000000000515BI0100001114 | 42.35 | Cum. |
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| 4 | 1.03 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | BI01010001010000000000000515BI0100001115 | 6.3 | Cum. |
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| 5 | 1.04 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | BI01010001010000000000000515BI0100001116 | 6.3 | Cum. |
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| 6 | 1.05 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | BI01010001010000000000000515BI0100001117 | 11.68 | Cum. |
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| 7 | 1.06 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 16.4363 | Cum. |
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| 8 | 1.07 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | BI01010001010000000000000515BI0100001119 | 1.054 | MT |
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| 9 | 1.08 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | BI01010001010000000000000515BI0100001120 | 70 | Rmt. |
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| 10 | 1.09 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) | BI01010001010000000000000515BI0100001121 | 70 | Rmt. |
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| 11 | 1.1 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | BI01010001010000000000000515BI0100001122 | 84 | Sqm. |
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| 12 | 1.11 | 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. | BI01010001010000000000000515BI0100001123 | 6.0855 | Cum. |
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| 13 | 1.12 | R.C.C. PIPES - Providing and Lowering, laying and jointing ISI standard R.C.C. pipes in proper grade and alignment with collar joints in C.M.1:1 proportion or socketed with rubber joints in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transporting, unloading and stacking ,cost of conveyance ,jointing of materail,labour etc. complete as directed by Engineer -charge as per IS-458/1988 & IS- 783-1985. Note : One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Class ‘NP-II’ | BI01010001010000000000000515BI0100001124 | 22.5 | Cum. |
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| 14 | 1.13 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. | BI01010001010000000000000515BI0100001125 | 520.5 | Cum. |
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