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| 1 | SCHEDULE 'A' PART-I: B/R WORKS |
| 2 | NOTE: THE TENDER SHALL NOTE BEFORE QUOTING HIS UNITS RATE,ALL ITEMS OF WORKS SHALL BE EXECUTED IN HIGH RISE BUILDING UPTO 9TH FLOOR AND PROVISION OF NECESSARY SCAFFOLDING AND SAFETY MEASURES SHALL BE DEEMED TO BE INCLUDED IN THE RATE QUOTED BY THE CONTRACTOR OR FIRM. |
| 3 | Carrying out maintenance of entire sewage system of area under NSV, INS VISHWAKARMA, INS EKSILA, BV YARD, AROGYA BLOCK AND BSO YARD by cleaning of sewage drains of any dia including blocked manholes/Nanhi traps/gully traps/WCs by rodding from manholes and well flushing after cleaning and removal of blocked/ decomposed sludge/dirt and other materials to a place not exc 50m and buried the same including removing and re-fixing manhole covers with out damaging complete as and when required basis, all as directed by Engr-in-charge |
| 4 | Note : -(a) Two nos of safaiwala shall be detailed daily for NSV, INS VISHWAKARMA, INS EKSILA, BV YARD, AROGYA BLOCK AND BSO YARD area for the purpose of rendering the entire sewage system functional through out the contract period including sundays/Govt holidays. The working hours shall be 9.00 AM To 5.00 PM. |
| 5 | (b) In case of blockage of sewage system, the complaint shall be attended within 24 hours from the time of intimation. |
| 6 | (c) The rates quoted shall be demed for attending day to day complaint basis and make functional the entire sewage system for the period of one month. |
| 7 | (d) Rate quoted above shall be deemed to included in the cost of adequate T&P, equipment, safety devices etc along with sufficient labourers to fullfill the requirement to the entire satisfaction of Engineer-in-Charge. Any dispute related to above shall be resolved by Garrison Engineer and his decision shall be final, conclusive and binding. |
| 8 | Taking out liquid/solid content from sump/septic tank/filter bed/soakage well and sewage lines by Sewage Sucker Tanker & cleaning thoroughly including disposal of liquid/solid content out of the Defence Land complete all as specified and directed. |
| 9 | (a) For 200 User septic tank including soakage pit |
| 10 | (b) For 100 User septic tank including soakage pit |
| 11 | (c) For 50 User septic tank including soakage pit |
| 12 | (d) For Manholes of any size up to 1.50m depth. |
| 13 | (e) For Manholes of size above 1.50m depth |
| 14 | Excavation in trenches, not exceeding 1.5 M wide, and not exceeding 1.5 M in depth for foundation etc and getting out in any soil all as specified |
| 15 | Returning filling in trenches including spreading levelling watering and well ramming in layers not exc 25cms in soil as specified and directed Engr-in-Charge |
| 16 | Removing excavated material/soil to a distance not exc 250 mtr but n exc 500 m away and deposing where as directed at a level not exceeding 1.5 mtr above the starting point, complete all as specified and directed by Engr-in-charge |
| 17 | Demolition and breaking up SWG drain pipe of any dia set in cement concrete as in trenches as directed by Engr-in-charge Note: Excavation and RFR will measeured and paid separately. |
| 18 | Demolition of Plain cement Concrete of any description and in any position not otherwise specifically provided for all as specified and as directed. |
| 19 | Plain cement concrete 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in concrete bed to drain pipes for 150 mm dia including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 20 | Plain cement concrete 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in concrete bed to drain pipes for 200 mm dia including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 21 | Demolition of brick work built in cement mortar or lime mortar including all quionts, arches, pillers etc but excluding ashlat facing, dressed stone work amd pre cast concrete articles all as specified and as directed. |
| 22 | M&L for brick work with Flyash Modular bricks straight or curved on plan exc 6m mean radius built in CM (1:4) all as specified. |
| 23 | Brickwork with flyash bricks Modular bricks, straight or curved on plan to any radius in half brick thick walls, built in CM (1:4) all as specified. |
| 24 | Rendering 15mm thick on fair faces of brick or concrete surfaces in CM 1:4 mixed with water proofing compound finished fair and even (without using extra cement) complete as specified and directed. Note: Water proofing compound shall be measured and paid separately. |
| 25 | Supply only integral water proofing compound complete all as specified and directed. |
| 26 | Plain cement concrete 1:4:8 type D2 (using 40mm graded granite stone aggregate) in foundation, filling and mass concrete complete all as specified and directed. |
| 27 | M&L Plain cement concrete 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in benching to manholes, coping etc.. including necessary formworks. |
| 28 | M&L for PCC (1:2:4), type B1 in surface channel & drains incl necessary form work complete all as specified & directed. |
| 29 | M&L salt glazed stoneware drain pipe of 150mm internal dia of grade 'A' laid in trenches and jointing in cement mortar as specified and as directed by Engr-in-Charge |
| 30 | M&L salt glazed stoneware drain pipe of 200mm internal dia of grade 'A' laid in trenches and jointing in cement mortar as specified and as directed by Engr-in-Charge |
| 31 | M&L Reinforced concrete pipes 200mm dia, class NP3, laid and jointed complete with collars and as directed by Engr-in-Charge |
| 32 | Demolition of cement concrete reinforced cover slabs of man holes etc n.exc 15 cm thick all as specified & ddirected. |
| 33 | Precast cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in manhole/ gully trap cover slab set in cement mortar 1:4 including necessary form work all as specified and directed. |
| 34 | TMT bars 10mm and over cut to length,bend to shape required incl cranking, hooking ends and binding with and inlcuding MS wire (annealed) not less than .9mm dia complete all as specified and as directed |
| 35 | M&L in repairs PVC (SWR) pipes 110 mm single socketed, in any length with rubber ring joints, laid in trenches/ fixed in walls all as specified and as directed. |
| 36 | M&L in repairs PVC (SWR) pipes 75 mm single socketed, in any length with rubber ring joints, laid in walls all as specified and as directed. |
| 37 | S& F PVC (SWR) bends any radius 110 mm bore with access door all as specified and as directed. |
| 38 | S& F PVC (SWR) bends any radius 75 mm bore with access door all as specified and as directed. |
| 39 | S&F PVC (SWR) branch piece, single (single Y) equal or unequalof dia 110mm with access door all as specified and as directed. |
| 40 | S&F PVC (SWR) branch piece, single (single Y) equal or unequalof dia 75mm with access door all as specified and as directed. |
| 41 | S&F in repairs 110 mm PVC (SWR) branch piece, single (single T) equal or unequal with access door all as specified and as directed. |
| 42 | S&F in repairs 75 mm PVC (SWR) branch piece, single (single T) equal or unequal with access doorall as specified and as directed. |
| 43 | S&F in repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement all as specified and as directed. |
| 44 | S&F in repairs 100 mm PVC(SWR) floor trap,plain with grating including jointing with solvent cement all as specified as directed. |
| 45 | Supply and laying 25 mm dia CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete including taking up or down of 20 mm dia steel tubing upto 4th floor all as specified. |
| 46 | Supply and laying 20 mm dia CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete including taking up or down of 20 mm dia steel tubing upto 4th floor all as specified. |
| 47 | Supply and laying 16 mm dia CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors including taking up or down of 15 mm dia steel tubing upto 4th floor all as specified. |
| 48 | S & F in repair vitreous China squatting pan white orissa pattern size 580x440mm with integral foot rests (excluding flushing cistern & flush pipe) with cast iron P trap including lime concrete bedding and making good the disturbed portion to match with the existing finishes of floor all as specified and directed.Make : Parry ware/CERA/Hind Ware |
| 49 | S & F in repairs Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) |
| 50 | S&F Vitreous China, semi-pedestal pattern (Anglo-Indian Type) water closet pan white (excluding fixing bolts, flushing cistern and flush pipe) |
| 51 | S & F in repairs Vitreous China Ware Wash hand basin white, flat back, size 550 x 400 mm size including cutting for and pinning ends of brackets or erecting stand. |
| 52 | S &F in repair Vitreous China Urinal, Half stall type, white (excluding flushing cistern, flush pipe and waste pipe) in repairs |
| 53 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises |
| 54 | S&F Non-skid glazed ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc, set jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cm 1:4 complete all as specified and as directed. |
| 55 | S&F Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed |
| 56 | S&F Coloured Glazed ceramic tiles 450X 350X 7mm thick, on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match and including Rendering 10mm thick in CM 1:6 on fair faces of brickwork or concrete surfaces complete all as specified and as directed |
| 57 | S&F coloured Glazed ceramic tiles in vertical surface 300x200x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to matchand including Rendering 10mm thick in CM 1:6 on fair faces of brickwork or concrete surfaces complete all as specified and as directed |
| 58 | M & L for 75 mm thick cement concrete 1:3:6 type C-2, using 20 mm graded stone aggregate as in plinth protection laid to slop of 1:12, finished surface even and fair without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed . |
| 59 | Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness. (Below or above ground level). |
| 60 | M & L for providing 100 mm thick cement concrete 1:2:4 type B-2, using 40 mm graded stone aggregate as in flooring, path, hard standing finishing the concrete surface even and smooth without using extra cement etc complete all as specified and directed. |
| 61 | M&L for 75 mm thick Cement concrete type C-2, 1:3:6 (using 40 mm graded granite stone aggregate) as in flooring /hard standing finishing the concrete surface even and smooth without using extra cement. |
| 62 | M&L for 100 mm thick Cement concrete type D-2, 1:4:8 (using 40 mm graded granite stone aggregate) as in sub base for floor finishing complete all as specified and as directed. |
| 63 | M & L for chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement and pigment laid over 15 mm thick screed bed or bedding layer in CM (1:6) complete all as specified and as directed. |
| 64 | M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed. |
| 65 | M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigments complete all as specified and directed. |
| 66 | M & L for cement concrete typeC1 1:3:6 using 20 mm graded aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles andthroating, as directed Please Enable Macros to View BoQ information |
