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| 1 | Preparing 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., and depositing where directed. |
| 2 | Preparing unsurfaced water bound Macadam surfaces / Wetmixsurfaces 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., and depostiting where directed. |
| 3 | Material and labour for applying evenly prime / tack coat with Bituminous emulsion at 5.00 Kg per 10 Sqm. |
| 4 | Material and labour for premix Bituminous Macadam using 4% binder content by weight of total mix, laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen of any penetration. |
| 5 | Material and labour for Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 6% binder content by weight of total mix, rolled and compacted to required camber, gradient complete using paving bitumen. The mixture is to be premixed in central hot mix plant, screening, sorting and spreading with self propelled mechanical paver consolidation with power and vibratory rollers of 80 to 100KN to achieve specified value of compaction.The static roller of 8-12 tonne capacity shall be usedfor compaction and top rolling of the finished layer to have uniform top layer as per the directions of the EIC. |
| 6 | Material and labour for laying hot applied thermoplastic compound 2.5 mm thick including reflecting glass beads of 250 gms per Sq.m area thickness 2.5mm is exclusive of surfaces applied glass beads as per IRC35. The finished surface to be level uniform and free from streaks and holes etc., complete as per the MORTH specification. |
| 7 | Supply and Fixing of two way acrylic road studsas per guidelines approved by IRC using necessary nailing, drilling, fixing using adhesives etc., |
| 8 | Excavating in Hard dense soil 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 (Manual Excavation. |
| 9 | Materail and labour for sand filling under foundation, flooring etc., including watering and consoildation. |
| 10 | Material and labour for PCC 1:4:8, D2 Type using 40mm graded aggregate in foundation filling & Mass concrete. |
| 11 | Material and labour for cement concrete 1:2:4 Type B1 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc., basement slabs, under-reamed piles and mass concrete. |
| 12 | Material and labour for plastering in CM 1:4, 15mm thick on fair faces of brick work and concrete surfaces. |
| 13 | Laying and compacting 150 mm thick (compacted thickness) 150mm Granular Sub Base Course (GSB) grading as per Grade-I as specified in Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. |
| 14 | Laying and compacting 75mm thick (compacted thickness) Wet Mix Macadam (WMM)WMMgrading as per table 400-13 of MoRTH: specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. |
| 15 | Material and labour for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. |
| 16 | Material and labour for Moorum / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering. |
| 17 | Rolling and consolidating formation surfaces in cutting using power roller 8 to 12T capacity. |
| 18 | Material and labour for Providing precast cement concrete 1:2:4 B1 Type using 20mm graded aggregate inprecast cement concrete inwindow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), stringcourses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonder (for stone walling), corbels, brackets, kerbs etc., (of any section indicated), withplain fair faces,including chamfers, weatherings, throating etc., and setting in mortar 1:4complete withjoints to match. |
| 19 | Material and labour for applying two coat of exterior plastic emulsion on external wall surfaces including preparation of old painted surfaces all complete (MAKE:- ASIAN Paint (Apex Ultima), NEROLAC (Excel Total), BERGER (Weather Coat Long Life 7) or suitably equivalent make. |
| 20 | Material and labour for form work to side and soffit of RCC member such as foundation, plinth beam, flat etc., and finshing shall be of fair and smooth finished surface. |
| 21 | Demolition of brick work or stone / boulder masonry built in cement mortar. |
| 22 | Material and labour for cement coloured concrete tiles 20cm x 20cm x 20mm thick machine pressed set jointed and pointed in neat cement slurry in floors and polished with white cement and pigment. |
| 23 | Removal of excavated soils exceeding 250m but not exceeding 500m and depositing where directed. |
