|
| 1 | Taking down cement plaster on brick or stone walls, includingracking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by the Engr-in-Charge. |
| 2 | Material and labour for rendering 15mm thick on fair face of brick or concrete surfaces in CM 1:4 , finished even and fair without using extra cement and incl highly stretchable, durable and hydrophobic, Nanotechnology based Elastomeric Hydrophobic Powder/admixture (EHP) powder @ 1% of cement content complete all as specified and directed.Note :Nanotechnology based Elastomeric Hydrophobic Powder/admixture (EHP) shall be measured and paid includingin respective item. |
| 3 | Material and labour for preparation of old/new plastered surfaces of wall to obtain clean, dry, and free of wax, grease, oil, loose or peeling paint, other foreign materials, etcs and applying 02 coats of High Penetration, water resistance, anti bacterial, Nanotechnology based Premium Waterproof Nano Cement Paint having zero VOC and applyingone coat 1mm thick Nanotechnology based Nano Putty is white cement based product with dispersible polymer and functional additives for application complete all as specified & directed.Note : Application shall be through Smart Painting tools(spray painting) as per Contract Conditions. |
| 4 | Demolition of concrete and pavings n.exc 15 cm thickness (below or above ground level) |
| 5 | M&L for precast cement concrete 1:2:4 type B-0 (using 12.5mm stone graded agg) as in louversand jallies 40mm thick designed as fort pattern (measured solid) including all moulding but exceeding frame and set in CM1:4 all as per sample shown and directed by engineer-in -charge. |
| 6 | M&L providing CM 1:2:4Type B-0 12.5 mm graded agg. In precast coppings incl slightly rounded chemered angles and throating including necessary form work complete. |
| 7 | M&L, PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation, fitting and mass concrete |
| 8 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PUcoated mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. |
| 9 | M&L chequered PU coated tiles 30cmx 30cmx 25mm thick,set, jointed & pointed in neat cement slurry in floors with grey cement and pigments over & including 15mm thick screed in cement mortar 1:6 |
| 10 | M&L for providing cement concrete type B-1 1:2:4 (20mm graded aggregate) as in copings Complete all as specified and directed by Engineer-in-Charge. |
| 11 | Dismantling wrought iron or mild steel work of any description such as guard bars, grills etc. |
| 12 | S&Fsteel work as in posts and struts , truss, flats 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. |
| 13 | Excavating in post holes each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceedings 25cm watering and removing surplus soil to distance n exc 50 m and making good surfac in soft/loose soils |
| 14 | Dismentling asbestos cement corrugated orsemi corrugated sheets in roof fixed with L hook or cranked bolt |
| 15 | S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge |
| 16 | Dismantling fencing wiremesh, any type Complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F high quality zinc coated GI Chain linkfencingof required width in mesh size 50x50 mm made of GI wire dia not less than 3mm and fix with column with nut or bolts and strengtheing with 10mm TMT bars, conforing to standard grade steel complete all as specified and directed. NOTE:- (i) Payment of TMT bar shall be made in seperate items in this Schedule.(ii) The Engr-in-Charge along with rep of contractor shall verify the weight mesh and submit the copy along with photographic eveidence along with RAR and Purchase Voucher. (iii) The quoted rate shall be inclusive of Nut bolt required. |
| 18 | S&F 2mm thick fibre glass reinforced translucent plain sheeting withside lap fixed with srew. |
| 19 | M&L for two coats synthetic enamelled paint over one coat of red oxide primer incl preparation of new surface of steel of any description any width or girth complete all as specifed and as directed by Engr-in-Charge. |
| 20 | S&F mild steel round 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 by Engineer-in-Charge. |
| 21 | S&F in repairs galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mmspacing and straining and fixing in any type of standard rails, straining bolts incl securing or tying anycrossings with provn of MS wire staples or steel pins etc complete fixed in repairs. |
| 22 | S&F in repair razor blade barbed cancertina coil havingminium weight of 15.2 Kgs(+) or (-) 5% per coil strenched to a length of 4 to 6 mts to archive 600mm dia as in fencing to steel posts and to another coil/MS nibs including fixing with galvanised fasteners such as clips, c clip, U clips all as specified and directed by engineer-in-charge. (Note. Linear length of coil after streching and fixing shall be measured for purpose of payment.) |
| 23 | Demolition of brick work built in cement orcement lime mortar of any description including quoins,arches,pillars,etc complete all as specified and directed by Engineer-in-charge. |
| 24 | M&L for providing plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified. |
| 25 | M&L for15-20mm thick screed bed or bedding layer of cement mortar 1:6 complete all as specified. |
| 26 | . M&L Supplying and laying of Precast U-Shape Strom water Drains having in to in dimension 450mm x 450mm of top thickness _50mm and bottom thickness of _70_mm of 2000mm long each from T6 load carrying capacity-4.8Ton axel load and 2.4 T wheel load confirming to BIS/JIS having high performance self-compacting concrete M-40 cylindrical strength / M-50 Grade cube strength and Fe500/Fe550D reinforcement. The product should be manufactured with self compacting concrete in wet-cast method only and dully steam cured for accelerated curing. The product shall have tie shape joint 10-20mm with 25mm depth groove as per BIS/JIS on both side of each storm water drain for jointing two precast storm water drains using cement mortar or suitable non shrink grout. The precast utility duct must consists of special in-built inlet at appropriate location for fixing de-shackle for mechanical installation, including supply transportation, installation of specific location at site in line, level, gradient and plumb with necessary testing commissioning and filling cement slurry b/w two segmentjointetc complete all as specified and directed. |
| 27 | Providing and fixing factory made pre caste High strength precast draine covers with hole, having concrete of strength not less than M-40, size 500 x 550 x 70 (mm), are varied as for site requirement , reinforeced with as per structural requirement TMT Grade Fe 500/550D,all as specified as per direction of eng in charge. Note -1- including crain or hydra for laying drains2-Sample as installed at Sena bhawan and display at CWE Delhi Cantt |
| 28 | M&L Supplying and laying of Precast Box Culvert-Road crossing having in to in dimension 500mm x 500mm of top thickness _50mm and bottom thickness of _70_mm of 2000mm long each from T6 load carrying capacity-4.8Ton axel load and 2.4 T wheel load confirming to BIS/JIS having high performance self-compacting concrete M-40 cylindrical strength / M-50 Grade cube strength and Fe500/Fe550D reinforcement. The product should be manufactured with self compacting concrete in wet-cast method only and dully steam cured for accelerated curing. The product shall have tie shape joint 10-20mm with 25mm depth groove as per BIS/JIS on both side of each storm water drain for jointing two precast storm water drains using cement mortar or suitable non shrink grout. The precast utility duct must consists of special in-built inlet at appropriate location for fixing de-shackle for mechanical installation, including supply transportation, installation of specific location at site in line, level, gradient and plumb with necessary testing commissioning and filling cement slurry b/w two segmentjointetc complete all as specified and directed.Note:-For item ser No 26, 27 & 28 1.Contractor shall submit MoU with precast/prefabircated manufracture to GE as specified and directed.2.Guarantee amount of Rs 15000.00 alongwith letter shall be provided against leakage/seepage of draine for 10 years.3.Including crane or hydra for laying drains4.Sample as installed/laid at sena bhavanand displayed CWE. 5.Once the precast drains are on site (+,-)5% of Each lot will be subjected to rebound hammer test +compressive testing6.Compressive test Certificate from Original OEM with inhouse NABL accredited lab only, to be submitted with each batch from Authenticity. MOU with Labs and 3rd Party Lab test certificate will not be accepted. |
| 29 | Schedule of Credit |
