CWE-Y-07-2022-23

Amount

Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified & directed.

Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed.

Excavation in post holes (or similar holes) each not exc. 0.50 cum, in hard / dense soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc. 25cm, watering and removal of excavated materials to a distance n. exc. 50m and making good surfaces, complete all as specified & directed.

Hard core of gauge exc 63 mm but not exceding 100 mm using broken stone or boulders, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface, complete all as specified.

Hand packing (any thickness) of broken stone or boulders at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed.

40mm graded crushed stone agrregate (for weep hole) complete all as specified and directed.

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

Removing excavated material/ soils exc. 1.50 km but n exc. 5 km and depositing where directed by Engr-in-Charge.

Removing excavated materials/ soils, exceeding 250mtrs & not exceeding 500mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Plain cement concrete 1:2:4 ( nominal mix )type B-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.

Plain cement concrete 1:4:8 ( nominal mix )type D-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.

Plain cement concrete 1:3:6 ( nominal mix )type C-1 (using 20 mm graded crushed stone aggregate) as in surface channel drains all as specified and as directed.

Extra For forming fair finished drains or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and as directed.

RCC M-30, design mix, using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc., complete all as specified & directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls , columns ballast wall and the like any thickness above top of footing., complete all as specified & directed.

Precast cement concrete bond stone 1:3:6 type C-1 (using 20mm graded crushed stone agrregate) set in CM 1:6 complete all as specified and directed

PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

Reinforced concrete pipes, class NP2, laid & jointed complete with collars, bore of pipe 450mm, complete all as specified & directed.

Concrete bed to drain pipe of 450mm bore including forming cradles and tested in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) complete all as specified and directed. Note :- Thickness of bed and width of bed shall be provided all as per preamble a (i) & a (ii) on Srl page no 391 of SSR Part-II Rates (2020).

Form work to soffits of suspended slabs such as roof slabs, floor slabs landings and similar work, not exceeding 200mm thick (horizontal or sloping) for rough finished surfaces of concrete, complete all as specified & directed.

Use & waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface of flat concrete complete all as specified and directed.

Use & waste of form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surfaces of flat concrete, complete all as specified & directed.

PVC 110mm dia pipe, low density of pressure rating 10 kg//sqcm (in short length) , fixed in retaining wall as weep hole complete all as specified & directed.

Brick work with old size fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 all as specified & directed.

Brick work with old size fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:3 all as specified & directed.

Walling of random rubble stone masonry, brought upto courses, well bonded, bedded and soilidly hearted built in CM 1:6, complete all as specified and directed.

Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 20 mm, complete all as specified & directed..

Wire netting of galvanised steel wire 1.40mm dia of mesh size 20 mm fixed with tinned tacks of wire staples as specified, all as specified and directed.

Prepainted galvalume aluminum zinc coating GI based manglore tile pattern steel sheet 0.47 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified, all as specified and directed.

Prepainted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridge, hips, valley/ eaves/ rain water gutters, drip and straight flashing (length and girth as fixed), fixed with self tapping screws all as specified

Rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to grade Fe 410 -W (Gde-E- 250) quality-A, complete all as specified and as directed.

Buffed stainless steel pipe (Grade SS -304) (Mat Finished) fixed with anchor fastener including suitable clamps and bends etc complete all as specified and directed.

Rolled mild steel framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and directed.

Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.

TMT bars 8mm dia & 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, conforming to grade Fe-500, complete all as specified& directed.

100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) as in sub base finished even and fair to receive top finish complete all as specified and directed.

Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment laid over and including 50mm thick sand cushioning, joints of tiles filled with dry sand and compacted with mechanical vibrator over and including 75mm thick PCC 1:4:8 (Nominal Mix) type D-2, using 40mm graded crushed stone aggregate complete all as specified and directed.

Machine cut kota stone slab flooring 20-25 mm thick of size not less than 550 mm X 550 mm as per sample kept in GE’s office, laid and jointed with grey cement slurry mixed with pigment to match the shade of slab, as in floor etc, laid over and including 15mm screed layer in cement mortar 1:6 including cutting, rubbing, grinding and polishing to achieve mirror finish complete, all as specified.

Rendering cement plaster 15 mm thick in cement mortar 1:6 on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.

Keyed pointing to brick wall in cement mortar 1:3 complete all as specified.

Raised pointing to random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:3 complete all as specified.

Preparation of steel surfaces of any description, over 10 cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Preparation of newly plastered or un plastered, previously undecorated wall surfaces and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.

PVC (SWR) 75mm bore (dia) soil, waste and ventilating pipe, singe socketed, in any length with Rubber Ring Joints fixed to walls, including suitable clamps and bends etc; complete all as directed and all as specified.

PVC (SWR) 110mm bore (dia) soil, waste and ventilating pipe, singe socketed, in any length with Rubber Ring Joints fixed to walls, including suitable clamps and bends etc; complete all as directed and all as specified.

Cutting shrubs and tress not exc 30 cm in girth including stocking serviceable material and disposing unserviceable material and cleaning the site. complete all as directed and all as specified.

JCC ENGINEERS PRIVATE LIMITED

surinder kumar jindal & bros.

BHARDWAJ BUILDERS

M/s R S Construction

M/s Surindera Tradesr

MM Constructions