Military Engineer Services Tender

M&L for 15 cm thick (compacted) water bound macadam in two layers (thickness of each layer n.exc 7.5 cm) with coarse stone aggregate (granite/trap/basalt) of grading -2 (63 to 40 mm size) spread, rolled and consolidated to gradient and camber with power roller exc 8 tonne & n exc 12 tonne., complete all as specified and directed .

M&L for Sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed .

M&L for Polythene film, black, 50micron laid in floors, complete all as specified and directed .

M&L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed .

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

M&L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, for thickness of concrete slab 150 mm, complete all as specified and directed .

M&L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A', complete all as specified and directed .

M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'A', complete all as specified and directed .

M&L for 10 cm spread thickness soling or broken boulders or qurried stone,, rolled and consolidated to required gradient & camber with road roller exc 8 tonne & n exc 12 tonne, complete all as specified and directed .

M&L for Sand filling in 40 mm spread thickness under floors as cushioning layer including watering and consolidation, complete all as specified and as directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, (with grey cement & pigment) complete all as specified and directed .

M&L for Providing and laying at or near ground level factory made precast kerb stone of M-25 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 directed .

M&L for preparing surfaces plastered or unplastered, priming plastered and other surfaces with alkali resistant priming paint and applying two coats of cement paint, complete all as specified and directed.

Supplying and laying 50 mm bore low density polyethylene pipes (LDPE) of pressure rating 6 kg/ cm2 laid in trenches, complete all as specified and directed.

M&L for preparation of water bound macadam surfaces of road 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 material/dirt etc complete all as specified and directed .

M&L for applying evenly a tack coat with bituminous primer @ 10 kg per 10 Sqm using paving bitumen grade VG-10 with mechanical sprayer complete all as specified and directed .

M&L for providing 40 mm thick (consolidated thickness) bitumen premix semi dense asphatic concrete with 5.50% binder (paving bitumen VG-30) by weight of total mix, mixed in computrized hot mix plant, laid, rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 ton capacity complete all as specified and directed. NOTE:- (i) The mix design shall be got done from approved lab and got approved from AGE (I) before commencement of work. (ii) in the event of variation in the mix design in the percentage of binder content on minus side the difference in quantity of binder content will be adjusted through supply only rate or procurment rate whichever is more paving bitumen VG-30. (iii) No adjustment shall be applicable if excess quantity of binder content is used /approved in the execution of work under this item.

M&L for Continuous brick edging; with width equal to the length of the brick; laid dry on edge vertically using burnt clay bricks sub class 'B', complete all as specified and directed.

M&L for road marking 2.5mm thick strips (retro reflective) of approved shade using hot thermoplastic paint by fully/semi automatic applicator machine fitted with profile shoe, heater driven by experienced operator on road surface for centre line, side lines, dashes, arrows, brackets and similar work etc. on road/pavement, lines exc 10 cm width or girth as per IRC pattern with thermo-plastic paint of approved quality in uniform thickness and make with 8% glass beads laid at temperature 160 degree celcius including cleaning the road surface free from dirt, oil/grease and foreign materials and traffic diversion arrangements required, complete all as specified & directed.

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 in soft/loose soil, complete all as specified and directed.

M&L for cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed.

M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6, complete all as specified and directed.

M&L for cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, and the like including weathering, slightly rounded or chamfered angles and throating, as directed, complete all as specified and directed.

M&L for 40 mm thick plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in bed of drain etc., complete all as specified and directed.

M&L for flush pointing in cement mortar1:4 to brick on edge pavings, complete all as specified and directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm., complete all as specified and directed.

Supplying & laying Reinforced concrete pipes 450mm bore, class NP3, laidand jointed completewith collars, all as specified & directed .