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| 1 | APPENDIX 1 - PRIYADARSHINI WSS |
| 2 | Providing comigate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 3 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 4 | Supply and Installation of pump and accessories including trial run |
| 5 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nomina1 concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 8 | Finishing walls with water proofing cement paint of required shade:New work (Two |
| 9 | Lettering with black Japan pint of approved brand and manufacture |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 11 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 12 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, black,chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominalsize, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volumeincluding cement slurry etc. complete:Medium shade pigment with 50% white cement and 50 % ordinary cement |
| 13 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brassferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddleof suitable size etc. and connecting with the mains, testing the joints etc. completeincluding trenching and refilling in all kinds of soil up to a depth of 1.50m for mainline tracing and trench of average cross section 0.3m x 0.75m for laying connectionpipe and service pipe, fixing water meter, lighting, watching, providing cautionboards, traffic control etc. complete including cost of materials, hire for tools, cost ofconsumables and labour charges but excluding cost of water meter and meter box andexcluding charges for cutting the concrete / tarred / bituminous roads etc, and as perthe direction of the departmental officers. |
| 14 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10k , 63mm Outer Dia. |
| 15 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10k , 75mm Outer Dia. |
| 16 | Supply of PVC Coupling 90mm, 8 kg/cm2. |
| 17 | Supply of GI Threaded Coupling, 65mm. |
| 18 | Supply of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm). |
| 19 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 20 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. |
| 21 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore |
| 22 | Welding by gas or electric plant including transportation of plant at site etc. complete |
| 23 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work15 mm dia nominal bore |
| 24 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 50mm Outer Dia. |
| 25 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 50 mm nominal outsidediameter pipes. |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :40 mm nominal bore |
| 27 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :50 mm nominal bore |
| 28 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :65 mm nominal bore |
| 29 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank |
| 30 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) Please Enable Macros to View BoQ information |
