PROVN OF 02 NOS OF UG SUMP OF CAPACITY 5000 GALLON EACH SUMP AT AF STN JAIPUR

Amount

Excavating over areas n.exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed.

All as per item No 1 here-in-befor but in hard rock.

Excavating over areas exc 1.5m but not exc 3.0 m deep and getting out in soft/disintegrated rock complete all as specified and directed.

All as per item No 3 here-in-befor but in hard rock.

Excavating in trenches not exc 1.5 m wide and getting out at a depth exceeding 3.00 m deep but not exceeding 4.50 m depth for foundation, etc or shafts, wells, cesspits not exc 10 sqm on plan and n exc 1.5m in depth and gerring out in hard rock all as specified and directed.

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

Rough excavation not exc 1.5 deep and getting out in soft/loose soil complete all as specified and directed.

Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm in loose/soft/hard/dense soil complete all as specified and directed.

Removing excavated soil to a distance nexc. 1.5 km but n.exc 5 Km and depositing where directed at a level not exc. 1.5 m above starting point complete all as specified and directed.

Removing excavated material to a distance not.exc. 50 m and depositing where directed at a level not exc. 1.5 m above starting point complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) (20mm graded aggregate) as in foundation, incuding rafts, footings, foundation beams, plinth beams, bases for columns, etc.; basement slab, under-reamed piles and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) (20mm graded aggregate) as in walls, retaining wall, basement walls, ballast walls and the like; any thickness; above top of footing; including attached pilasters and buttresses complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M&L Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc vertical or to batter fair finished surfaces of concrete flat complete all as specified and directed.

M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) complete all as specified and directed.

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

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

M&L for 10mm thick rendering in cement mortar (1:3) on concrete surfaces of wall with setting coat 3 mm thick trowelled in CM 1:2 to even and finish smooth with WPC @ 250 ml of one bag of cement with leak proof testing complete all as specified and directed. Note : WPC will be measured and paid separately against relevant item.

M&L for 5 mm thick rendering in cement mortar (1:3) on concrete surfaces of wall, finish even and smooth without using extra cement with WPC @ 250 ml of one bag of cement with leak proof testing complete all as specified and directed. Note : WPC will be measured and paid separately against relevant item.

M&L 5 mm thick rendering in CM (1:3) on concrete surfaces of ceiling finished even and smooth complete all as specified and directed.

M&L for 10 mm thick screed bed or bedding layer or mortar 10 mm thick in top of roof slab, finish even and smooth without using extra cement complete all as specified and directed.

Supply only liquid water proofing compound complete all as specified and as directed.

M&L for preparation of newly plastered surface of wall and applying two coats of cement base paint complete all as specified and directed.

M&L Hard core of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and as directed.

M&L for 75mm thick PCC (1:3:6) type C-2 (Using 20 mm graded crushed stone aggregate) as in plinth protection finished even and smooth without using extra cement complete all as specified and as directed.

M&L precast cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in manholes cover including placing and set in cement mortar (1:6) complete all as specified and directed.

M&L for surface excavation nexc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

M&L for hardcore of broken stone or boulder gauge nexc 63 mm, deposited, spreaded, and levelled in layers nexc 15 cm thick, watered and rammed to true surface as in bed filter of retaining wall complete all as specified and directed.

M&L, PCC 1:4:8 type D-2, ( using 40mm graded stone aggregate) 75 mm thick as in sub base of floor complete all as specified and directed.

M&L for providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawn, drive ways or light traffic parking etc, of required strenth, thickness & size shape mady by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory, filling the joints with sand and cutting of pver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

M&L for plain cement concrete, type B-1 1:2:4 using 20 mm graded stone aggregate as in roof kerbs or mud stop, rounded or chamfered on edges as in edges of interlocking paver blocks complete all as specified and directed.

Removing excavated material (soil) exceeding 250m but not exceeding 500 m and depositing where directed at a leveln.exc 1.5m above the starting point all as specified.

Excavation in trenches not exc 1.5 mtrs wide & not exc 1.5 mtrs in depth for taking out/laying of pipes/cables etc & getting out in soft loose soil complete all as specified and directed .

Removing excavated materials not exceeding 50 mtrs away and depositing where directed at a level not exceeding 1.5 mtrs above the starting point complete all as specified and directed .

S&F Tubes 'Medium grade' 50 mm galvanised, with all fitting complete all as spd and directed.

S&F Gun-metal, globe or gate valves, 50mm, with iron wheel head, screwed both ends for iron pipe and fixed

M & L for construction of valve chambers size 600mm x 600mm x 600 mm depth with PCC foundation in the ratio 1:4:8 Brick work in cement mortor in the ratio 1:4 , plastering 15 mm thick in the ratio of 1:4 incl MS sheet cover 5 mm thick with angle iron frame 40 x 40 x 6 mm locking arrangement complete with painting on steel surfaces with one coat of redoxide paint over two coats of synthaetic paint all as spd and directed. Note : Excavation , Retuning , filling is included in the item

Cutting of existing steel tubing of size 50mm bore for alteration or addition.

Screwing existing steel tubing of 50mm bore for alteration or addition or lengthning screw on pipe to form connector.

M/S HARI CONSTRUCTION

shree shyam enterpises