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| 1 | Surface excavation n. exc 30cm deep and averaging 15cm and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5m complete all as specified and directed. |
| 3 | Material and Labour for 150 mm thick soling spread thickness with broken boulders or quarried stones (90 mm to 63 mm size of boulders) surface formed and rolled and consolidate to reaquired gradient and camber including Rolling and consolidating formation surfaces in cutting by 8 to 12 tonne power roller including filling depression which occurs during rolling complete, complete all as specified and directed. |
| 4 | Material and Labour for 150 mm thick (compacted thickness) WBM in two layers of 75 mm thick each with Granite,trap or basalt stone aggregate of grading 2 (63 to 40mm size) or ofgrading 3 ( 50 to 20 mm size), rolled and consolidated to required gradient, camber,level, super elevation with 8 to 10 ton power roller complete all as specified and directed. |
| 5 | Material and Labour for Preparing unsurfaced surfaces of WBM 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, applying evenly a tack coat with bituminous primer (using paving bitumen VG-10) @ 10kg per 10 sq metre and laying bituminous premix asphaltic semi-dense concrete 40mm consolidated thickness with 5.50% binder content (using paving bitumen VG-30) by weight of total mix,mixed in hot mechanical plant, laid with mechanical paver, rolled and compacted with 8 tonne to 12 tonne power road roller to requiredcamber and gradient complete all as specified and directed.Note :- (a) Material for SDAC shall be mixed in hot mixing plant.(b) Mix design of bituminous SDAC will be got done from approved lab.(c) The premix carpet shall be laid with mechanical mixer as specified in clause 20A 27 of MES SSR Part-I and the spreading of premix carpet shall be done by machanical sensor paver. |
| 6 | Material and Labour for preparaton of bituminous surfaces of roads and marking 2.5 mm thick centre line, stop lines dashes, arrows etc and the like n exc 10cm wide on roads pavements, with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacture\"s instruction complete all as specified and directed. |
| 7 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. |
| 8 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 or equivalent as per list of makes in Appx fixed with and including MS stud of suitable size as per manufactures instructions. |
| 9 | Supply and fix 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 completed as per manufactures instructions etc. all as specified and directed. |
| 10 | Material and Labour for Plain Cement Concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in saucer drain , laid to slope complete all as specified and as directed . |
| 11 | Material and labour factory made kerb stone of M-25 grade cement concrete, including fixing in position to te required line, level and curvature at or near ground level, set in cement mortar 1:3 including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm) including making drainage opening wherever required complete all as directed. |
| 12 | Material and labour PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed . |
| 13 | Material and labour for preparation of new surfaces and applying two coats of Synthetic Enamel paint over a coat of primer on Kerb Stone of any description over 10 CM girth or width, not otherwise described,complete all as specified and as directed . |
| 14 | Supply and fixing 110mm bore PVC SWR pipes single socketed 1st quality, in small lengths as in weep holes complete all as specified and directed. |
| 15 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose Soil, complete all as specified and directed. |
| 16 | Material and Labour for Cement concrete Type C2 1:3:6 (40mm graded aggregates) in foundations, filling and mass concrete, Complete all as specified and directed. |
| 17 | Material and Labour for Cement concrete type C2 1:3:6 (40mm graded aggregates) in surface channels, encasing ground RCC Pipe and drains, Complete all as specified and directed |
| 18 | Material and Labour for Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in Cement Concrete 1:3:6 Type C2, Complete all as specified and directed. |
| 19 | Material and Labour for brick work with sub class ‘B’ bricks, old size straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:4)complete all as specified and directed |
| 20 | Material and Labour for Rendering 15mm thick in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without usiing extra Cement, Complete all as specified and directed. |
| 21 | Material and Labour for applying three coats of white wash on newly plastered surfaces including preparation of wall surface, complete all as specified and directed. |
| 22 | Material and Labourfor PCC 1:2:4 type B -0 (12.5mm graded aggregates) as in copping etc., complete all as specified and directed. |
| 23 | Material and Labour for4 50mm bore reinforced concrete pipe, class NP 2, laid and jointed with collars, complete all as specified and directed. |
| 24 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed. |
