GE 874/EWS-02/2022-23

Amount

B/R Portion

Grubbing up tree trunk of girth exceeding 30cm and not exceeding 100cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and to be deposited with GE and clearing site complete all as specified and directed.

Grubbing up tree trunk of girth exceeding 100cm and not exceeding 150cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and to be deposited with GE and clearing site complete all as specified and directed.

Grubbing up tree trunk of girth exceeding 150cm and not exceeding 200cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and to be deposited with GE and clearing site complete all as specified and directed.

Grubbing up tree trunk of girth exceeding 200cm and not exceeding 250cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and to be deposited with GE and clearing site complete all as specified and directed.

Excavation over areas, n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.

Excavation over areas, exceeding 1.5m but not exceeding 3m deep and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts walls, cesspits manholes pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any type of complete soil all as specified and directed.

Returning, filling in, including spreading, levelling, watering & well ramming in layers n exc 25 cm with any type of soil.

Removing excavated material (soil) to a distance n exc. 50m & depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed.

Removing excavated material (soil) to a distance exceeding 50m and n.exc. 1000m & depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed.

Cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

M&L Random rubble masonry using sand stone uncoursed well bonded bedded and solidly hearted, built in cement mortar 1:4 complete all as specified.

Stone walling of Random rubble stone masonry, brought upto course well bonded, bedded and solidely hearted built in Cement Mortar 1:4 including providing weep holes, complete all as specified and directe. Note : - Deduction of volume occupied by PCC bond stone shall be made and payment of stone masonry shall be made based on net measurement only.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed face beds and joints of random rubble walling uncoursed or brought upto course surface n exc. 40mm in granite or trap stone complete all as specified and directed.

M & L PCC 1:2:4 type B - 1 ( 20 mm graded aggregate) cast in situ in lintels upto 1.5 m span, cills and other similar bands, plinth course, parapets, coping, bed plates and the like incl weathering slightly, water through.

Keyed pointing to random rubble or polygonal rubble, uncoursed or brought upto courses set in cement mortar 1:3 complete all as specified and as directed.

Extra for forming fair finishing drain or channel 45cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stopped ends etc.

Plain cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundations filling and mass concrete complete all as specified and directed.

Precast cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) set in cement mortar 1:4 as in bond stone walling, complete all as specified and directed.

Flush pointing to randum rubble or polyonal rubble masnory, uncoursed or brought up to course in cement mortar 1:4 all as specified and directed.

PVC (SWR) 110 mm dia any length single socketed with rubber ring joint, laid in floor /walls as soil pipe complete all as specified and directed.

M & L hardcore of broken stone or boulders of gauge n.exc.63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface.

M&L form work to soffit of suspended slab such as roof slabs, floor slabs, landings and similar works not exceeding 200mm thick (horizental or sloping ) flat surface finihsed the surface rough complete all as specified and directed.

Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and as directed.

Supply and fixing TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified.

Supply and fixing TMT bars, 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified.

RCC M-25 Design Mix, (using 20mm graded crushed stone aggregate), as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, deck slabs and in shelves and the like complete all as specified and directed.

Brick work sub class 'B'' bricks (old size) strainght or curved on plan exc 6 m mean radius built in Cement Mortar 1:6 as in manholes etc complete al as specified.

Rendering 15 mm thick in cement mortar 1:4 on fair face of brick masonry surface or concrete surface finishing the surface even and smooth without using extra cement complete all as specified and directed.

M/S RJ BUILDERS

patriotic builders

G N T CONSTRUCTION CO

M/S MUNEER AHMAD WANI CONSTRUCTIONS

M/S GASSI BROTHERS

M/S MAHIR MUNEER

M/S MATOO INFRASTRUCTURES PVT. LTD.

Bidder Name

M/S RJ BUILDERS

M/S SAJAA CONSTRUCTION COMAPNY

patriotic builders

G N T CONSTRUCTION CO

M/S GASSI BROTHERS

M/S MATOO INFRASTRUCTURES PVT. LTD.

M/S MAHIR MUNEER

M/S MUNEER AHMAD WANI CONSTRUCTIONS