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| 1 | Demolition of lime Cobba /PCC concrete of any description and in any position including dismntaling of APP/ felt in any description and in any position over roof and disposal of debris and rubbish to low level area/500 mtr from site etc complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | M&L for P.C.C 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in padding over roof finished and laid to required slope complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Cutting grooves in brick wall 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3 complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | M&L, roughening surfaces of old concrete roof by picking ,sweeping clean and washing down with water to remove dust etc and applying a coat of cement slurry @ 3 Kg per Sqm complete all as specified and directed by the Engineer-in-Charge. |
| 5 | M&L for 10 mm thick rendering in cement mortar 1:4 on concrete surfaces when concrete is stil green finished even and fair including mixing of water proofing compound as per manufacturer instruction etc complete all as specified and as directed.Note :- Water proofing compound shall be measured separately as supply only in item no 06 |
| 6 | Supply only Liquid water proofing compound complete all as specified and as directed of as per manufacturer instruction. |
| 7 | M&L applying water proofing treatment with the following:-(a) First coat of bitumen primer conforming to IS-3384 @ 0.3Kg / sqm to be applied on prepared surface till the surface is properly impregnated.(b) After the application of approved bituminous primer the water proofing memberne minimum weight 3kg/sqm and minimum 3mm thick reinforced with polyesterd non woven fabric (weight not less then 160gms/sqm) shall be laid on the primed surface by torch application method as per manufactured instruction.(c) All joints and change in direction should be curved with cement mortar (1:3) mixed with SBR latex @ 200ml per bag on cement and cured well before laying of membrane.( d ) M&L for preparation of newly surface of APP membrane and applying two coat of bituminous aluminium paint @200 gm /sqm etc complete all as specified and as directed. |
| 8 | Taking up or down existing steel/PVC tubing and connections including cleaning for refixing or removal to store complete all as specified and as directed for 15 mm dia bore |
| 9 | Taking up or down existing steel/PVC tubing and connections including cleaning for refixing or removal to store complete all as specified and as directed for 20 mm dia bore |
| 10 | Supplying, fixing, jointing and testing of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings complete all as specifiede with all fitting such as bends, elbow, socket, reducer etc and fixed to wall or laid in trenches/wall/ceiling complete all as specified and as directed for 15/16 mm dia bore |
| 11 | Supplying, fixing, jointing and testing of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings complete all as specifiede with all fitting such as bends, elbow, socket, reducer etc and fixed to wall or laid in trenches/wall/ceiling complete all as specified and as directed for 20 mm dia bore |
| 12 | Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels etc., and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cuttingexceeding 10 cm but not exceeding 20 cm girth in brick walls |
| 13 | Dismantling water tanks and removing to store of steel/PVC of capacity exceeding 500 ltr but not exceeding 1000 Ltr complete all as specified |
| 14 | S&F 1000 ltr capacity or rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) ISI marked or make specified, two layered construction hoisted and fixed in position including S&F 20mm dia GI pipe medium grade washout pipe 450mm long with plug and 20mm dia gi pipe medium grade overflow pipe 600mm long with fitting complete all as specified in SSR Part -I complete all as specified and as directed |
| 15 | S&F in rep 20mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minium weight 210 gms ), complete all as specified and directed |
| 16 | S & F in repair 20mm dia Gun metal gate valve with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed. |
| 17 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises and complete all as specified and as directed. |
| 18 | M&L for screed bed or bedding layer in CM 1:6, 15mm thick complete all as specified and directed. |
| 19 | M&L, for PCC 1:2:4 type B-0 using 12.5 mm gradesd stone agg as in levelling course of floors of 25 mm thick complete all as specified and directed. |
| 20 | M&L for non skid dark coloured ceramic tiles 7 to 8 mm thick (square / rectengular) area of each tile exceeding 0.36sqm but not exc 1.00 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match to floor etc complete all as specified and as directed. |
| 21 | M & L rendering 10mm thick in cement mortar (1:3) on fair faces of brick work or concrete surfaces as in vertical surfaces for receiving tiles as directed. |
| 22 | M&L for dark coloured ceramic glossy tiles 7 to 10 mm thick (square / rectengular) area of each tile exceeding 0.36sqm but not exc 1.00 sqm, in skirtting/dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match to floor etc complete all as specified and as directed by the Engr-in-Charge. |
| 23 | M&L for 17-20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 15 mm thick in CM(1:6) etc complete. |
| 24 | Demolition of PCC in any description and in any position etc complete all as specified at site |
| 25 | M&L for 75mm thick cement concrete type C-1, 1:3:6 (20mm graded aggregate) as in plinth protection finished even and smooth without using extra cement complete all as specified and directed |
| 26 | M & L Machine cut kota stone slab flooring 17-20mm thick over and including 20mm thick cement screed bed in CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engr-in-Charge. |
| 27 | M & L Machine cut kota stone slab flooring 17-20mm thick in riser of steps,skirting, dado & pillar over and including 10mm thick rendering in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified. |
| 28 | M&L brick work with sub class 'B'brick straight or curved on plan exc 6m mean radius built cement mortar 1:4 inclduing Demolition of Brickwork built in cement mortar including all extra handling and disposal of debris and rubbish to low level area/500 mtr from site complete all as directed by the Engr-in-Charge. |
| 29 | M&L for brick work with fly ash bricks old size straight or curved on plan to any radius in half brick thick wall built in cement mortar (1 : 4) etc inclduing Demolition of Brickwork built in cement mortar including all extra handling and disposal of debris and rubbish to low level area/500 mtr from site complete all as directed by the Engr-in-Charge. |
| 30 | Taking down chowkhat or frames with shutters (without taking off shutters from the frame) exe 1.5 Sqm but n exc 4 Sqm each etc complete all as specified and as directed |
| 31 | Taking down chowkhat or frames with shutters (without taking off shutters from the frame) not exe 1.5 Sqm each complete all as specified and as directed. |
| 32 | S & F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made |
| 33 | S&F Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of EngineerIn- Charge. (all as directed and specified by Engineer-in-Charge. |
| 34 | Cutting holes in brick walls built in cement mortar for inserting hold fasts and making good dismantled portion in CM 1:3 or cement conc 1:2:4 type B1 as required exc half brick but not exc full brick wall & iron angle for hold fast complete all as specified and as directed. |
| 35 | Cutting holes in brick walls built in cement mortar for inserting hold fasts and making good dismantled portion in CM 1:3 or cement conc 1:2:4 type B1 as required exc half brick but not exc full brick wall & iron angle for hold fast complete all as specified and as directed. |