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| 1 | Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat at the rate of 5 kg per 10 Sqm, putting in bituminous macadam well rammed (including supply of bituminious carpet, binder and chhipping) and sealed with bitumen 9.8 kg per 10 sqm blinded with 0.09 cum stone chippings, 6.3 mm size depth of pot holes exc 30mm and rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed. |
| 3 | M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. |
| 4 | M & L except materials for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. |
| 5 | Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose dirt etc. complete all as specified and as directed. |
| 6 | Preparing existing black top 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. |
| 7 | M&L for applying a tack coat of cationic bitumen emulsion (RS1) conforming to IS: 8887 at a rate ofapplication of 0.20- 0.30kg/ sqm on bituminious surfaceas specified in Table- 500-3 of MoRTH specifications for road and bridge work 2013, using mechanical sprayer after cleaning of existing surface completeall as specified and directed . |
| 8 | Material and labour for providing premixed bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tone capacity power roller (consolidated thickness 75mm or less) using paving bitumen (VG 30 Grade) @ 4% by weight of total mix complete all as specified and directed. Note:- (i) The exact bitumen content required shall be determined Mix Design procedure and approved by GE. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹67 per kg. No claim whatsoever shall be made for adjustment in plus side. (ii) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. |
| 9 | Material and labourfor bituminous premixed semi-dense asphaltic concrete, 40mm consolidated thickness using 5.5% paving bitumen (VG 30 Grade) binder content any penetrationby weight of totalmix, mixed in central computerized hot mix plant and laid using mechanical self propelled paver and rolled and compacted with 8 to 12 tonne power roller to uniform surfaces with requiredcamber and gradient complete all as specified and as directed.Note:- Semi dense asphaltic bituminous concrete shall be designedas per design mix.Contractor shall quote his unit rate considering the bitumen contents as 5.5 %. Any variation in binder content on minus side shall be adjusted at the rateof₹67.00 per KG of binder.No adjustment in price shall be made if the variation is on plus side.\" |
| 10 | M&L for preparation of new or previously treated surfaces to receive thermostatic paint and applying road marking with hot applied thermoplastic compound with reflectorizing glass beads on bituminious surface 2.50mm thick including reflectorizing glass beads @ 250gms/ sqm area as per IRC: 35- 1997 and finished the surface in proper level, uniform, free from steaks and holes complete all as specified and directed. |
| 11 | S&F in repair water proof solar road delineator pole mounted (pole size 48mmx1000mm duly powder coated) fixing the same in M-15 grade type B-1 PCC block of size 20x20x30cm deep complete all as specified and directed. |
| 12 | Supply and fixing in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd, 3 pieces each side and total 6 pieces are used for high brightness and backup for 12 hours completed as per manufactures instructions etc complete all as specified and as directed. |
| 13 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of odel No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed. |
| 14 | Demolition of cement concrete(unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) and complete all as specified and as directed. |
| 15 | M & L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 75 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and as directed. |
| 16 | Demolition of Stone slabs and tiles laid dry and dry or pointed of any description or thickness infloors, aprons etc. complete all as specified and directedd. |
| 17 | M & L for 50 mm thick sand filling under floors or foundations including watering and consolidation complete all as specified and directed. |
| 18 | Providing and laying 60 mm thick factory made cement concrete interlocking coloured paver block of glass fibre reinforced glossy finished vibro compacted conforming to IS 15658: 2021 M35 grade made by block making machine with strong vibratory compaction of approved size, design & shape, cast in rubber mould, of approved colour, laid in required colour and pattern complete all as specified and as directed. |
| 19 | Providing and laying at or near ground level factory made kerb stone of size 300 mm X 300 mm X 150 mm, top bullnosed shape, made of M-25 (Design Mix) grade cement concrete, in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. |
| 20 | M&L for preparation of new concrete surfaces plain or moulded, n exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed. |
| 21 | M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed. |
