|
| 1 | Demolition of Cement Concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. |
| 2 | Demolition of Concrete (un reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-in-charge. |
| 3 | M&L for 40mm thick Cement concrete type B-1,1:2:4 (20mm graded aggregate) as in floor complete all as specified and directed by Engr-in-charge. |
| 4 | M&L for 100 mm thick PCC 1:4:8 type D2 with 40mm graded agg as in sub floor complete all as specified and directed by Engineer-in Charge. |
| 5 | M&L for Hardcore of broken boulders/ stone gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in Charge. |
| 6 | Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified & directed by Engr-In-Charge. |
| 7 | M & L for brick work with old size fly ash bricks, straight or covered or plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer in Charge. |
| 8 | All as per item No 7 above but except bricks complete all as specified and directed by Engr-in-charge. |
| 9 | M&L for Taking down cement plaster from ceilings & brick walls including wall tiles / terrazzo / kota stone etc. any type of any description, racking out joints, hacking for key, scrubbing down with water etc complete all as specified & directed by Engr-In-Charge. |
| 10 | M&L for Rendering 15mm thick in cement mortar 1:4 on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed by Engr-In-Charge. Note : WPC will be measured and paid separately |
| 11 | M&L for Rendering 15mm thick in cement mortar 1:6 on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed by Engr-In Charge. |
| 12 | M&L for 10 mm thick plaster on ceiling in cement mortar (1:3) finished even and smooth without using extra cement complete all as specified and directed by Engr-In-Charge. |
| 13 | M&L for two coat of cement base paint over a coat of alkali resistant cement primer on newly plastered surface including preparation of undecorated surface complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material and labour for Material & Labour for 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 by Enginner-in-Charge. |
| 15 | Preparation of new plastered ceiling surfaces and applying two coats of white wash on ceiling as specified & directed by Engr-In-Charge. |
| 16 | M&L preparation of old painted steel surface any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint complete all as specified. |
| 17 | M&L preparation of new or previously untreated steel surface any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified. |
| 18 | S & F in repair 110 mm bore of pipe PVC (SWR) pipes single socket in any length with rubber ring joint fixed to walls with PVC clamps complete all as specified and directed by Engr-in-charge. |
| 19 | S & F 110 mm bore of pipe PVC (SWR) bends of any radius / shoe fixed to PVC pipes complete all as specified and directed by Engr-in-charge. |
| 20 | Demolition of concrete in roof, floors, other than ground floors beams, stairs, landings, chajjas, sunken areas and similar work complete all as specified and directed by Engr-in-charge. |
| 21 | Dismantling of brick tiles or terracing tiles single layer on roof & disposal of retrieved material upto a distance n.exc 100m where directed, complete all as specified and directed by Engr-in-charge. |
| 22 | All as per item No here in before above but except brick tiles after cleaning complete all as specified and directed by Engr-in-charge. |
| 23 | M&L for levelling course for roof slab, Type B0, 1:2:4 (12.5 mm graded aggregate) using waterproofing compound (SBR) for maintaining proper roof slope and finishing cement concrete surface even and smooth without using extra (Minimum thickness of concrete should not be less than 50mm at any point) complete all as specified & directed by Engr-in-charge.Note : Waterproofing compound should be measured and paid separately. |
| 24 | Demolition of mud in roof, any thickness including plastering and leaping (where full thickness removed or only a part there of disposal off rubbish upto a distance n.exc 100m, where directed by Engr-In-Charge. |
| 25 | OVERLAY- PU BASED ELASTOMERIC LIQUIED MEMBRANE SYSTEM FOR EXPOSED ROOF : Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index not less than 106 as per (ASTM E1980-19)/tear strength ~20 N/mm (Free film, 14 days, +30 degree C) (ASTM D624) and tensile strength >= 2 N/mm2 (ASTM D4541), elongation 350 to 400% as per ASTM D412 and crack bridging ability upto 2mm.(a) After proper surface preparation, Apply one coat of Primer for PU coating as per manufacturers specification.(b) Apply 1st coat of ShaliUrethane® BTD (white) @ 650 gm / m²(minimum) or equivalent by brush / roller while prime surface is tacky, Spread waterproofing reinforced Glass Fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c ) Apply 2nd & 3rd coat of ShaliUrethane® BTD (white) @ 650 gm / m² (minimum) or equivalent by brush/roller. Make : Fosroc/Sika/Choksey/Bostik/STP/ Asian Paints/Berger PaintsNote : (i) The Minimum dry film thickness (DFT) of roof treatment shall be 1.5mm. If any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of the work of water proofing treatment shall be carried out by authorised applicator approved by GE.(iii) The manufacturer/authorised applicator shall give a warranty for the performance & durability for 10 years. |
| 26 | Supply of SBR waterproofing compound @ 2% of per kg cement used complete all as specified & directed by Engr-in-charge.Make : Fosroc/Sika/Choksey/Bostik/STP/Asian Paints/Berger Paints |
| 27 | S&F in repair Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of a colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engr-in-charge. |
| 28 | S & F in repair 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. complete all as specified and directed complete all as specified and directed. |
| 29 | M&L for fixing Joist, channel, angle, or tee sections, of Fe 410 -W (Gde- E- 250) quality-A to be fixed independently, without connecting plates, gusset plates etc. including bending and welding as necessary,(cut to ordinary lengths) and painted one shop coat of zinc chromate primer paint and cutting holes in structural members above ground floor withouting cutting structural steel and making horizontal support to roof slab icluding all necessary arrangements complete all as specified and directed by Engr in charge |
| 30 | Shotcreting average thickness 40mm in RCC columns, beams and slab etc. (with mix minimum cement content of 350 Kg per Cum, M-25). Concrete having the specified minimum characteristic compressive strength (with ordinary portland cement, coarse sand and graded stone aggregates of 6mm maximum size in proportion as per design criteria) incl the cost of centering and shuttering at edges and corner etc as directed by Engr-in-Charge incl chipping of unsound/week concrete material 50mm average thickness from slabs, beams/columns etc with mannual chiesels or standard power driven percussion type or of approved make incl tapering of all edges, make square shoulder of cavities incl cleaning the exposed concrete surface and reinforcement with wire brushes and throughly washing with water and allowing it to dry etc incl removel of rust by applying approved rust remover chemical and the coating with Dr Fixit Epoxy zinc primer @ 6 Sqm per Litre or equivalent at DFT of 100 micron as per specification, applying the SBR Latex based bonding agent on each layer of the shootcreting work of Dr Fixit Pidicrete URP or equivalent on the entire surface complete all as directed including 5mm thick cement plaster in CM(1:3) finished even and smooth without using extra cement including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete as specified and as directed by Engineer-in-Charge. Make :- Sika / Fosroc/Pidilite or Techno commercial equivalent make approved by GE in writing from E-in-C's approved list.Note : Complete treatment to be executed by approved applicator. |
| 31 | Supply and fixing hard drawn steel wire fabric not exc 4kg/sqm cut to lengths, wire mesh to be fixed and firmly anchored to the concrete surface by means of 'L' shaped mild steel shear key welded with existing reinforcement including cost of material, labour, tools and plants incl welding/L-clip/tying with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engr-in-charge. |
| 32 | Mild steel TMT bars 6 mm to 8mm 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 not less than 0.9mm dia or securing complete all as specified and directed by Engr-in-charge. |
| 33 | Mild steel TMT bars 10 mm 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 not less than 0.9mm dia or securing complete all as specified and directed by Engr-in-charge. |
| 34 | M&L Fly ash Brick work with old size sub-class 'B' bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar (1:4) complete all as specified and directed by Engr-in-charge. |
| 35 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed by Engr-in-charge. |
| 36 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engr-in-charge. |
| 37 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engr-in-charge. |
| 38 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and directed by Engr-in-charge. |
| 39 | M&L RCC 1:1 ½:3 type A1 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases beams; under-reamed piles slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-charge. |
| 40 | M&L RCC 1:1½:3 Using 20 mm graded stone aggregate as Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-charge. |
| 41 | M&L for RCC 1:1½:3 Using 20 mm graded stone aggregate as in slab supported on walls, beams and columns in floors, roofs, landings, balconies , shelves and chajjas complete all as specified and directed by Engr-in-charge. |
| 42 | Formwork to sides of concrete foundations, footings, bases of columns raft and raft beams sides and soffits of foundation and plinth beam and similar wk vertical or to batter complete all as specified and directed by Engr-in-charge. |
| 43 | Formwork to sides of pillars, posts, struts, piers, columnn and stanchions complete all as specified and directed by Engr-in-charge. |
| 44 | M&L for use and waste of form work to chajjas, soffits of suspended slab such as roof slabs, not exceeding 200mm thick, horizontal or sloping ,fair finished surfaces complete all as specified and directed by Engr-in-charge. |
| 45 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate)as in bands, coping, bed plates including slightly rounded or chamfered angles including necessary formwork complete all as specified and directed by Engineer-in-Charge. |
| 46 | Dismantling structural steel work including doors, gates but excluding framed truss etc and removing dismanteled material to MES store complete all as specified and directed by Engr-in-charge. Please Enable Macros to View BoQ information |
| 47 | Dismantling structural steel work including doors, gates but excluding framed truss etc and removing dismanteled material to MES store complete all as specified and directed by Engr-in-charge. Please Enable Macros to View BoQ information |
