| 1 | 1 | ROAD WORK | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | Rolling and consolidating formation surfaces in filling with 8 to 12 tonne power roller complete all as specified and as directed. | BI01010001010000000000000515BI0100001114 | 185 | Ten Square Metre |
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| 3 | 1.02 | 150mm thick Soling (or sub base) with broker boulders or quarried stone inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. | BI01010001010000000000000515BI0100001115 | 185 | Ten Square Metre |
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| 4 | 1.03 | 150cm thick (compacted thickness) WBM laid in two layers with granite coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required for complete all as specified and as directed. | BI01010001010000000000000515BI0100001116 | 185 | Ten Square Metre |
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| 5 | 1.04 | Preparing WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | BI01010001010000000000000515BI0100001117 | 185 | Ten Square Metre |
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| 6 | 1.05 | Applying evenly a priming coat with bituminous primer VG-30 at 10 kg per 10 Sq Metre complete all as specified and as directed. | BI01010001010000000000000515BI0100001118 | 185 | Ten Square Metre |
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| 7 | 1.06 | Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder of VG-30 content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver complete all as specified and as directed. | BI01010001010000000000000515BI0100001119 | 185 | Ten Square Metre |
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| 8 | 1.07 | Add / Deduct to each extra / less Kg of binder VG-30 used vide item No 7 here in before. | BI01010001010000000000000515BI0100001120 | 1 | Lump sum Kilogram |
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| 9 | 1.08 | RR retaining wall | BI01010001010000000000000515BI0100001121 | 60 | Cubic Metre |
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| 10 | 1.09 | Repairing of existing RR retaining wall | BI01010001010000000000000515BI0100001122 | 30 | Cubic Metre |
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| 11 | 2 | SEWAGE DISPOSAL WORK | BI01010001010000000000000515BI0100001123 | | |
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| 12 | 2.01 | PCC 1:5:10 type E-2 (40 mm graded aggregate) in foundations filling and mass concrete complete all as specified and directed. | BI01010001010000000000000515BI0100001124 | 2 | Cubic Metre |
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| 13 | 2.02 | 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. | BI01010001010000000000000515BI0100001125 | 75 | Running Metre |
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| 14 | 2.03 | Concrete bed to drain pipes 150mm dia including packing under and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C2 complete all as specified and directed. | BI01010001010000000000000515BI0100001126 | 75 | Running Metre |
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| 15 | 2.04 | Walling with laterite stone in regular coursed, well bonded bdded and solidly hearted built in CM 1:6 complete all as specified and directed. | BI01010001010000000000000515BI0100001127 | 4 | Cubic Metere |
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| 16 | 2.05 | Rendering 15mm thick in CM 1:6 on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing complete all as specified and directed | BI01010001010000000000000515BI0100001128 | 17 | Square Metre |
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| 17 | 2.06 | PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping, benching, kerbs including use and waste of form work where necessary complete all as specified and as directed. | BI01010001010000000000000515BI0100001129 | 1.5 | Cubic Metere |
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| 18 | 2.07 | Precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole cover set in CM 1:4 complete all as specified and directed. | BI01010001010000000000000515BI0100001130 | 1 | Cubic Metere |
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| 19 | 2.08 | CRS TMT steel bars 6mm to 8mm dia and over, cut to ength, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and indingwith and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | BI01010001010000000000000515BI0100001131 | 100 | Kilogram |
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| 20 | 3 | AREA DRAINAGE | BI01010001010000000000000515BI0100001132 | | |
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| 21 | 3.01 | PCC 1:4:8 type D-2 (40 mm graded aggregate) in foundations filling and mass concrete complete all as specified and directed. | BI01010001010000000000000515BI0100001133 | 81 | Running Metre |
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| 22 | 3.02 | Walling with laterite stone in regular coursed, well bonded bedded and solidly hearted built in CM 1:6 complete all as specified and directed. | BI01010001010000000000000515BI0100001134 | 150 | Cubic Metere |
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| 23 | 3.03 | Extra over laterite walling for hammer dressing to face stonesand dressing of face beds and joints with maximum depression 20mm on face from straight edge complete all as specified and directed. | BI01010001010000000000000515BI0100001135 | 730 | Square Metre |
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| 24 | 3.04 | Rendering 15mm thick in CM 1:4 on laterite masonry surfacesor surface other than fair face of brickm work or on one side of lathing mixed with water proofing compound (water proofing compound will be measured and paid separately) complete all as specified and directed. | BI01010001010000000000000515BI0100001136 | 730 | Square Metre |
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| 25 | 3.05 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed. | BI01010001010000000000000515BI0100001137 | 600 | Running Metre |
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| 26 | 3.06 | PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping, benching, kerbs including use and waste of form work where necessary complete all as specified and as directed. | BI01010001010000000000000515BI0100001138 | 12 | Cubic Metere |
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| 27 | 3.07 | Reinforced concrete pipes 600mm dia, class NP2, laid and jointed complete with collars complete all as specified and as directed. | BI01010001010000000000000515BI0100001139 | 12 | Running Metre |
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| 28 | 3.08 | Reinforced concrete pipes 450 mm dia, class NP2, laid and jointed complete with collars complete all as specified and as directed. | BI01010001010000000000000515BI0100001140 | 12 | Running Metre |
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| 29 | 3.09 | Preparing new plastered surfaces and applying two coats of cement base paint over a coat of alkali resistant primer on wall complete all as specified and as directed. | BI01010001010000000000000515BI0100001141 | 12 | Square Metre |
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