8146/GWL/E8 PROVN OF BOUNDARY FENCE AT GWALIOR MIL STN (PH-II) AND PROVN OF SEPTIC TANK IN THE AREA OF AGE B/R-II UNDER GE GWALIOR

Amount

Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm each layer, watering, and removing surplus soil to a distance n.exc 50m and making good surface in soft/loose soil complete all as specified and directed.

M&L for PCC 1:4:8 Type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

M&L for hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

Supply only Chain link fencing including line wires, any mesh, size and type to any standarards, rails straining bolts etc including supply of binding wire complete all as specified and directed.

Fixing of Chain link fencing including line wires, any mesh, size and type to any standarards, rails straining bolts etc including binding with binding wire complete all as specified and directed.

S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other to be fitted with washers and one hexagonal or square nuts, exc 5cm and n.exc 10cm complete all as specified and directed.

S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and directed.

M&L for galvanized Concertina coil, duly stretched, maintaining a dia of 600mm, concertina coil placed in Y shape angle iron post erected over boundary wall and fixed to angle iron with 3mm dia GI binding wire, complete all as specified and directed at site.

S&F Mild steel round bars 10mm dia and over as in strengthening bars for bending cranking spiraled for hooking for chain link, hooking end and welding with flats of chain link fencing Fe 410W (Gde E-250 ) quality -A or FE-290 (Gde E-165) complete all as specified and directed.

M&L for PCC type B1 (1:2:4) using 20 mm graded aggregate in embedding of chain link fencing, rounded or chamfered on edges including necessary formwork complete all as specified and directed.

M&L for preparation of new iron surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M&L for preparation of new steel surfaces of any description n.exc 10cm in width or girth when unconnected with other painting or when painting in diff tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out soft/loose soil 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.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations etc or for shafts, well cess pits, manholes, pier holes, etc but not exceeding 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

Excavation in trenches exceeding 1.5 m wide and depth exceeding 1.5m but not exceeding 3 m for foundations etc or for shafts, well cess pits, manholes, pier holes, etc but exceeding 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

M&L for Plain cement concrete (1:3:6) type C2 (using 40 mm graded stone aggregate) as in foundations / mass concrete complete all as specified and directed.

M&L for reinforced cement concrete Design mix M-25 (using 20 mm graded stone aggregate) as in slab supported on walls, beams, columns in floor, roof, landing complete all as specified and directed.

M&L for reinforced cement concrete Design mix M-25 (using 20 mm graded stone aggregate) as in wall, retaining wall, basement wall ballast walls and the like, any thickness complete all as specified and directed.

M&L for use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works not exceeding 200 mm thick (horizontal or sloping) including slab edges for rough finished surfaces of concrete complete all as specified and directed.

M&L for use and waste formwork to faces of walls, retaining wall, abutment, parapet and stair case railings and similar work including attached pillasters buttresses etc rough finished surfaces of concrete complete all as specified and as directed.

M&L for mild steel TMT bars 10mm dia and over, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed.

M&L for mild steel TMT bars 6 mm to 8 mm dia over, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed.

M&L for hard core of broken stone of gauge not exceeding 63 mm, deposited, spread & levelled in layers not exceeding 15 cm thick watered and rammed to a true surfaces complete all as specified and directed.

M&L for Moorum red bajri filling in floor or paving laid in layers n.exc 15cm thick each layer spread levelled and rammed including watering complete all as specified and directed.

M&L for Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6) complete all as specified and as directed.

M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or conrete surfaces/stone masonary and finishing the surfaces even and smooth mixed with WPC without using extra cement complete all as specified and directed. NOTE:- Water proofing compound will be measured and paid seperately

M&L for rendering 5 mm thick in Cement Mortar (1:3) on ceiling finished even and smooth without using extra cement complete all as specified and directed.

Supply only integral water proofing compound ISI marked.

M&L for preparation of the newly plastered surfaces of ceiling & applying 3 coats of white wash on WALL surfaces complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layer not exceeding 25 cm thick in Hard / dense soil complete all as specified and directed.

S&F PVC (SWR) pipes, 75 mm bore, single sockets, in any length with rubber ring joints laid in floors or wall complete all as specified and directed.

S&F PVC (SWR) pipes, 110 mm bore, single sockets, in any length with rubber ring joints laid in floors or wall complete all as specified and directed.

S&F PVC (SWR) bends, 110 mm bore, any radius with access door complete all as specified and directed.

S&F CI vent pipe in any length with ears 100mm bore (sand cast) in any length with cement joint laid in trenches or in floor complete all as specified and directed.

S&F PVC (SWR) bends, 75 mm bore, any radius with access door complete all as specified and directed.

M&L for PVC (SWR) vent cowl, 110 mm bore complete all as specified and directed.

M&L for loose filling with brick bats of gauge 80 to 150mm in soakage pits, soakage well etc complete all as specified and directed.

M&L for honey comb brick work in one brick built in CM 1:4 complete all as specified and directed.

M&L for cement concrete (1:3:6) type C2 using 40mm graded stone aggregate in bed to drain pipe including packing under and hunching against the sides of pipes after they are laid and tested complete for pipe size of 150mm bore complete all as specified and directed.

M&L for 150 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed.

M&L for providing cement concrete (1:2:4) type B0 (using 12.5mm graded stone aggregate) in surfaces channels drains and benching including form work and finishing fair and smooth complete all as specified and directed.

M&L for precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs for man holes and set in CM 1:4 including necessary from work complete all as specified and directed. Note: Reinforcement and form work shall be measured paid separately.

Cutting holes in brick/stone wall, depth of embedment portion of hold fast exc half brick wall but not exc one brick wall, built in cement mortar or cement lime mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B1(using 20mm graded stone aggregate) as required complete all as specified and directed.

Material and labour for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with aproved colour, design & pattern as in foothpath, parks, lawns, drive ways or light traffic parking etc of required strenght, thickness & size / shape, made by table vibrating method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra cement 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 PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection, 75 mm thick finishing the surface evev and smooth w/o using extra cement including forming & filling expension joint 65mm deep x 10mm wide filled with sealing compound grade A complete all as specified and directed.

m/s yadav builders (BID ID -3334888)

BHAGIRATH CONSTRUCTION COMPANY (BID ID -3334349)

M/S VAIBHAV ENTERPRISES (BID ID -3332598)

Babatia super works (BID ID -3334623)

M/S NIRMAL SINGH DHANJAL (BID ID -3334468)

MAHARAJ KUNWAR SAHAB CONSTRUCTION (BID ID -3335361)

M/s Shree Durga Construction (BID ID -3334664)

ASW ENTERPRISES (BID ID -3335325)

VEER SINGH CONSTRUCTION (BID ID -3330665)

M/S MAHAVIR SINGH (BID ID -3335047)