STRENGTHENING AND WIDENING OF ROADS AT BAIRAGARH UNDER GE BHOPAL.

Amount

Note: (i) Please refer schedule 'A' notes before quoting the tender. (ii) Amount of Schedule of credit shall be deducted off line by the department.

M&L for repairs to potholes any depth, area not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in road, path, etc. cutting around edges to at least 25 mm in depth making good by filling in screened and graded road metal watering and well ramming with & including supply of road metal complete all as specified and directed.

Scarifying or picking gravelled macadam or bitumen macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm and not exceeding 100 mm deep complete all as specified and directed.

M&L for premix bituminous macadam with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver, duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller, etc with consolidated thickness 75mm or less complete all as specified and directed. NOTE: - Adjustment of rates for any addition or deduction in binder content used shall be done at Rs.46.49 per Kg

Preparing existing black top surfaces by brushing for removing caked mud, etc sweeping with brooms and finally fanning the cleared surfaces with gunny bags to remove dirt, etc including M&L applying evenly a primming coat with Catanic bitumen emulsion @5 Kg/10 Sqm of road surface for laying bituminous premix asphaltic semi dense concrete/ Bituminous Macadam complete all as specified and directed. Note: Semi dense concrete/ Bituminous Macadam) shalll be measured and paid separately.

M&L for Bituminous premix asphaltic semi dense concrete, 30 mm consolidated thickness with 5.5% binder content by weight of total mix, using VG-30 bitumen by mechanised paver rolled and compacted to required camber and gradient complete and rolling to a smooth surface with 10 ton pneumatic roller complete all as specified and directed. NOTE: - Adjustment of rates for any addition or deduction in binder content used shall be done at Rs.46.49 per Kg

S&F Stud (Cat Eye) ABS body conforming to IRC 67-1977 having sufficient load capacity of 40 tones giving reflection on both sides including fixing with epoxy, complete all as specified and directed.

S&F Solar stud/strobe glowing size 125 x 60 mm all as per manufacturer's instructrions complete all as specified and directed.

S&F high density grade reflector/delineator of 75 mm outer dia, heavy duty steel pipe, 900mm high with 300mm embedded in and including PCC 1:3:6 type C2 using 40mm graded stone agg with head cap, hydraulic machine pressed and hold fast weld mesh, two coats of black paint by hot pressing over a coat of red oxide and reflective strips 03 Nos around the pipe in full perimeter complete all as per MOST and IRC specifications and complete all as specified and directed.

M&L for road line painting 100mm wide or width as directed with golden yellow/white thermostatic compound with reflectorised glass beads on bituminous road, providing and laying of hot applied thermostatic compound 2.5mm thick including glass beads @ 250gm per sqm area thickness 2.5mm is exclusive of surface applied, glass beads as per IRC-35. The finish surface to be level and uniform and free from streaks and holes in addition where arrows or letter to be provided thermoplastic compound may be hard spalayed. The colour of compound shall be as directed complete all as specified and directed.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all as specified and directed

Excavation over areas not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting by 8 to 12 Tonne power roller complete all as specified & as directed

M&L for 200 mm spread thickness Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

M&L for 150 mm thick (compacted thickness) in two layers 75 mm each layer WBM with coarse aggregate of grading (63 to 40mm size) lime stone, sand stone, flint or quartzite spread, rolled and consolidated to gradient and camber required with power roller complete all as specified & as directed

Preparing WBM surfaces by brushing with wire brushes for removing caked mud, etc, sweeping with broom and finally fanning the cleared surface with gunny bags to remove all loose dirt, etc on unsurfaced water bound macadam and M&L for applying evenly a tack coat with paving bitumen primer at 10 Kg per 10 Sqm complete all as specified & as directed.

M&L for Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, using VG-30 bitumen by mechanised paver roller and compacted to required camber and gradient and rolling to a smooth surface with 10 ton pneumatic roller complete all as specified and directed. NOTE: - Adjustment of rates for any addition or deduction in binder content used shall be done at Rs.46.49 per Kg

M&L for Stone kerb of roughly squared sand stones of size 20cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and directed.

M&L for PCC 1:4:8 (using 40 mm graded stone aggreate) type D2 as in foundation and sub base, etc complete all as specified and directed.

M&L for brick work with Modular size fly ash 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 PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregate) as in copings, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified and directed.

Demoition of cement Concrete unreinforced in ground floors and pavingsnot exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for Polythene film, black colour, minimum 400 micron thickness, laid in floors, etc 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 with & including finishing surface by belting complete all as specified and directed.

M&L for Wet mix macadam 150 mm, in two layers of 75mm thick each using stone aggregate, spread, rolled and consolidated to gradient and camber required, interstices filed and surface formed complete all as specified and directed.

M&L Sand filling under floor/pavement or in foundations including watering and consolidation complete all as specified and directed.

M&L for forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 250 mm thick slab complete all as specified and directed.

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

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

Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quions, arches, pillars, etc but excluding ashlar facings dressed stonework and precast articeles complete all as specified and directed.

Earthwork in excavation by mechanical means (hydrulic excavator) in foundation trenches or drains not exceeding 1.5 mtr wide & 10 sqm in plan in all types of Soils including dressing of soil and ramming of bottom lift upto 1.5 m including getting out in excavated soil and disposal of surplus excaveted soil as directed with lead of 50 m complete all as specified and directed.

M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.

M&L for Reinforced concrete pipes 600 mm dia, class NP3, laid and jointed complete with collars etc complete all as specified and directed.

M&L for concrete bed of PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) for 600 mm NP-3 pipe including packing under and hunching against the side of pipe complete after pipes are laid, jointed and tested complete all as specified and directed.

Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.

Removing excavated soil to a distance exceeding 250m but not exceeding 500m and depositing where directed. at a level not exceeding 1.5m above the starting point complete all as specified and directed.

S&F PVC (SWR) pipes 75 mm for weep holes in any length complete as specified and directed.

Raja enterprises

SHRE GURMUKHDAS CONTRACTOR PVT. LTD.

MD BUILDER

M/s Kohli Builders

M/s Khialdas Constructions

NIHAL ENTERPRISES

RAMJI DAS DHAL CONSTRUCTION PVT LTD

M/S JAWAHAR LAL SHARMA