Military Engineer Services Tender

Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.

Material and labour for 200 mm thick GSB (Granular Sub Base) over compacted sub grade with stone aggregate of specified grading as specified, rolled and consolidated to required gradient and camber complete all as specified and as directed.

M&L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each grading 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.

Supply and laying Polythene film 200 micron thich complete as per specification with specified overlap between adjacent strip and traverse joint etc. Complete all as specified and as directed.

M&L for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean , hard strong, dense non-porous and durable pieces of crushed stone o gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 400 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause-10 1.14 and Tabl~ 9 of IRC' 15-2017 with and including necessary form work complete all as specified and directed. Note: After receiving work order the design of concrete mix shall be got done from any Govt. approved laboratory and same shall be approved by the GE. The corelation between the flexural strength to comprehensive strength shall be established. However,quality control in the field shall be maintained on the basis of flexural strength specified in the BOQ. The quality control and workmenship shall be maintained as per Clause No 20.B.7 of SSR Pt-I (2009

M&L for Forming 12mm thick Expansion joints in 100mm thick slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified

M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘A’ complete all as specified

Finishing surface of concrete roads, pavements, by belting complete all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.

M & L 100 mm thick plain cement concrete M10 (Nominal Mix) using 40 mm nominal size graded stone aggregates finished surface even and rough as hadstanding/sub base to recive floor finish complete all as specified and as directed.

Materials and Labour for machine cut Kota stone slab flooring 20-25 mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing over and including 20 mm thick screed bed or bedding layer of cement mortar (1:4) complete all as specified and directed.

Materials and Labour for machine cut Kota stone slab 20-25 mm thick in riser of steps, skirting, dado and pillar laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing over and including 10 mm thick screed bed or bedding layer of cement mortar (1:3) complete all as specified and directed.

Material and labour for, preparation of old painted surfaces of steel and iron surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint as approved by Engr-in-Charge complete all as specified and directed.

Material and labour for preparation of new brick/stone/concrete surface of any description, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a priming coat complete all as specified and directed.

Materials and Labour for rendering 8 mm thick, cement plaster, in cement mortar (1:4) mixed with water proofing compound as per manufactures instructions over and including 12 mm thick backing coat in cement mortar (1:4) on fair faces of brick work or concrete surface in walls, complete all as specified and directed. Note: - (Water proofing compound will be measured and paid separately)