GE 861 EWS-58(T)/2025-26

Demolition of cement concrete in ground floors and pavings not exe 15 cm thick below or above GL complete all as specified and directed by Engineer-in-Charge.

M&L for 75 mm thick PCC (1:4:8) type B2 (using 40 mm graded crushed stone aggregate ) as in sub for receiving floor finishes etc complete all as specified and directed by Engineer-in-Charge.

M&L for 2nd class soft wood, plain solid straight chowkhats and frames, wrought, framed, rebated on the solid rounded or chamfered put together with glue pinned at joints complete all as specified and directed by Engineer-in-Charge.

S&F 2nd class hard wood 35 mm thick panelled shutters (any number of panels ) with panels of veneered particle board medium density, wood particle board with commercial face veneers complete all as specified and directed by Engineer-in-Charge.

S&F for 30 mm thick 2nd class hard wood glazed and skeleton window/ventilator shutters, open rebated and prepared to receive glass, gauge etc , divided into square with plain chamfered or rounded, mitred and rebated sash bars any numbers, provided with stiles and rails as specified in SSR part I section 8 clause 8.24 (b) complete all as specified and directed by Engineer-in-Charge.

Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge.

S&F galvalume aluminium zinc coating GI based pre-painted corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mps as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of synthetic enamel paint on NEW WOODEN surfaces over a coat of pink primer to new surfaces including preparation of surfaces, over 10cm width or girth complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of synthetic enamel paint on OLD WOODEN SURFACES including complete removal of existing treatment and preparation of surfaces over 10cm width or girth complete all as specified and directed by Engineer-in-Charge.

Demolition of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs including cover fillets etc complete all as specified and directed by Engineer-in-Charge.

S&F 6 mm thick veneered decorative plywood , grade 1 (with BWR resin) with decorative face veneers on one face, fixed with screw to timber frame on wall and ceiling etc complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 20mm thick, 2nd class hardwood planks, planed one side with butt joints and fixed with nails fixed in any situation complete all as specified and directed by Engineer-in-Charge.

M&L for 2nd class hardwood as in frame, scantlings etc, in any position including dismantling and taking down existing timber, complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 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 by Engineer-in-Charge.

M&L for reinforced cement concrete M-30 design mix using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like any thickness, above top of footing including attached pillasters and buttresses complete all as specified and directed by Engineer-in-Charge.

M&L for form work to sides of concrete foundation, footing base of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beam or similar work vertical or batter etc complete all as specified and directed by Engineer-in-Charge.

M&L for form work to faces of walls, retaining walls, abutments, parapets etc complete all as specified and directed by Engineer-in-Charge.

M&L for mild steel TMT bars, deformed or twisted 10mm dia and over, cut to length, bent to shape required inluding cranking, bending spirally for hoops for columns, hooking ends and binding with and including mild steel wire (anealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) pipe, single socketed, 110mm mm bore, in any length with rubber ring joint fixed to wall as weep holes complete all as specified and directed by Engineer-in-Charge.

Returning filling in hard/dense soil including spreading, leveling & watering and well ramming in layers not exc 25cm complete all as specified and directed by Engineer-in-Charge.

Removing surplus excavated material (soil) to a distance not exceeding 50 meter & depositing where directed at level not exceeding 1.5 meter above the starting point, including spreading complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

S&F 6mm thick Mild Steel Plates (plain or chequered) square cut or notched (ordinary and counter sunk) forming holes, welded incl all necessary bolting or riveting etc with roof trusses Fe 410 -W (GdeE- 250) quality complete all as specified and directed by Engineer-in-Charge.

M&L for mild steel work in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding 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 by Engineer-in-Charge.

M&L for sand filling under floors or in foundations including watering and and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in coping, benching, haunching complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of synthetic enamel paint and a coat of red oxide primer on steel Surfaces of any description, over 10cm in width or girth , not other wise described, including preparation of new surfaces complete all as specified and directed by Engineer-in-Charge.