|
| 1 | CIVIL WORK - FOR REJUVENATION OF ITLI POND |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer. |
| 3 | In area of light jungle |
| 4 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangment to byepass water with 1.5m lift from ground level and lead upto 50m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer. |
| 5 | For depth upto 1.50m |
| 6 | For depth above 1.50 m and upto 3.00 m |
| 7 | Carriage of materials by mechanical transport incuding loading, unloading and stacking: (Lead upto 3 km) |
| 8 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 9 | Supply & Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the emabankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 10 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of emabakment complete as per drawing and Technical specifications and as per clause 2504 of MoRTH & H specifications |
| 11 | With R.R. Stone/bolder, weighing note less than 40 kg, thickness not less than 150mm, specific gravity not less than 2.65 |
| 12 | FORM WORK |
| 13 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level |
| 16 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | WALKWAY |
| 18 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 19 | Providing and fixing of precast concrete interlocking tiles of desired shape of M30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub-base as defined. complete job is to be executed as per the instruction of Engineer in charge.The rates to be inclusive of all lead & lifts etc. complete as per specifications. Tensile spliting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement |
| 20 | 80 mm Thick |
| 21 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 22 | PCC M-20 |
| 23 | Providing and fixing 50mm dia G.I steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m cente to centre , complete as per approved drawings including all material, labour. |
| 24 | Providing and fixing cement concrete M-20 grade (Using mechanical concrete Mixer) kerb stone top and bottom width 115 and 165mm respectively, 250mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRTH specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 25 | Supply, erecting and fixing in postion specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. \\"L\\"shaped base supportof thickness 100 mm back height 1000mm , front height 450mm, base width 420mm and 5 nos. RCC planks of size of 1500x100x50 mm and 1 nos RCC panks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufactture's logo of appropriate size engraved at sutiable place. |
| 26 | PLANTATION |
| 27 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard maunre to be paid seperately) |
| 28 | Hole 0.9 m dia and 0.9 m deep |
| 29 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required |
| 30 | Gulmohar (Delonix regia) |
| 31 | Neem (Azadirchta indica) |
| 32 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required |
| 33 | Plumeria alba ( Champa) |
| 34 | Planting of trees by the road sides (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the spaling, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. |
| 35 | Supply and planting following in poly bags/earthen pots well branched, well established & free from disease of 300 mm min. heigth ground covers at site in 0.3m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 36 | Altermathera green (Parrot Leaf) |
| 37 | Iresine herbstii (Blood Leaf) |
| 38 | Grassing with 'Doobs'grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. |
| 39 | In rows 15 cm apart in either direction |
| 40 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and SIMILAR WORKS |
| 42 | LIGHTING SYSTEM |
| 43 | Supply and erection of M.S. Galvanized Octagonal pole ( as per BSEN 40-3-3:2003 /BSEN 10025/IS 2062 IS:875 Part-1 – 2015/ for MS plate for base flange )of following length and dimension as per table P-01 with base plate on the cement concrete foundation of M- 20 grade (1:1.5:3) as per IS 456/IS 2911. with the help of anchor bolts of grade 6.8 (IS: 1367 P III ). The pole shall have a weatherproof flush door and locking arrangements. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 44 | 6 MTR. |
| 45 | \\"Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Material :- H4- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P – I (b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables. Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"\\"A\\"\\" attached with this BSR.\\" |
| 46 | Armoured 25.0 Sq. mm |
| 47 | 4 Core |
| 48 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured copper cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Copper conductor of electrlytic grade copper, purity >99.97 % ISI marked as per IS:1554 P-I / IS :7098 P |
| 49 | 2.5 Sq.mm Un-armoured |
| 50 | 2 Core |
| 51 | Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. |
| 52 | Single pole MCB |
| 53 | 6 A TO 32 A rating |
| 54 | BOUNDARY WALL |
| 55 | Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type |
| 56 | LED Street Light Fixture 70 Watt |
| 57 | BOUNDARY WALL Earth work in excavation in foundation, tenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitalbe site as per direction of Engineer for following depths, below ntural ground/Road top level. |
| 58 | In all types soils/saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar etc. |
| 59 | Depth upto 1.5m |
| 60 | Random Rubble dry stone soling |
| 61 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: |
| 62 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 63 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto 2 stories in all shapes and sizes in : |
| 64 | Cement Mortat 1:6 (1 cement: 6 coarse sand) |
| 65 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : |
| 66 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 67 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish |
| 68 | 12 mm Thick |
| 69 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50cm and lift upto 1.5m |
| 70 | Providing and Laying Reinforcement cement concrete pipe NP4 prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRTH specification including all material, labour form work, machinery |
| 71 | 1600 mm internal diameter |
| 72 | EARTH WORK - FABRICATED MICRO STP AND PUMPING MACHINERY & RISING MAIN |
| 73 | Earth work in excavation in open area, STP, WTP, Pumping Station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of excavated material lead upto 1000m at suitable site as per as drawing and as per direction of Engineer. (Measurements for payments to be done as per standard drawings). |
| 74 | In all type of soil |
| 75 | Upto 3.0 m depth |
| 76 | SOLING |
| 77 | Random Rubble dry stone soling |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level |
| 79 | 1: 3: 6 (1 cement: 3 fine/coarse sand: 6 graded stone aggregate 20mm nominal size) |
| 80 | Providing and laying in position specified grade of reinforced cement conrete excluding the cost of centering, shutering, finishing and reinforcement- All work upto plinth level : |
| 81 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 82 | REINFORCEMENT |
| 83 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost binding wire) all complete upto floor five level . |
| 84 | Thermo-mechanically Treated Bars |
| 85 | PACKAGED STP |
| 86 | Design, Supply, erection, installation, jointing tsting, trail run and commissioning of prefabricated micro sewage Treatment plants based RUIDP Technology for inlet parameters (Ph-6.5-7.5, BOD @20 degree C-300mg/l, COD-650 mg/l, TSS-600 mg/l TKN-55 mg/l) and outlet parmeters (Ph--6.5-7; BOD 5@20 degree C>10 mg/l; COD-<=50 mg/l; TSS- <=-20 mg/l; N-Total<=10 mg/l & Faecal Coloform-<100 MPN/100 ml) complete in all respects. |
| 87 | 51-100 KLD |
| 88 | PUMPING MACHINERY |
| 89 | Supply delivery at site with necessary packing, receiving, unlocking,shifting,storing,installation, testing and commissioning of non clog submersible pumping set of 2% Ni CI Cascading, Impeller CF 8M, shaft SS 410, mechanical seal with 10M Power & Control cable, 5M Galvanized Chain, 10M, 50mm MS galvanized Guide pipe, Duck Footbend, with Guide wire SS 304 etc. complete with all respect as per specification |
| 90 | Discharge 36 cum/hr and head 8 to 10 M |
| 91 | Portable Silt Pump -3 HP |
| 92 | VALVES |
| 93 | Providing, lowering, laying, aligning,fixing in position C.I. D/F manually operated long body butterfly valves (IS:13095) PN-1.0 class of following dia complete (including jointing material) including all material, labour,testing along with pipe line and commissioning as per Technical Specification and as per direction of Engineer |
| 94 | 150 mm dia |
| 95 | FLOW METER |
| 96 | Providing,Installation, Testing and commisioning of Bulk Flow Meter with removable mechanism class \\"B\\"confirming to ISO:4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. |
| 97 | BFM80 for DN 80mm |
| 98 | MANUAL COURSE SCREEN |
| 99 | Supply, fabrication, fixing and Testing of stainless steel (SS-316) Manual Coarse Bar Screen with flat bar 50mm X 10mm, Spacing of bars 50mm suitable for mounting in channel of specified size with inclination not more than 45 degree and a movable covered container of 1 cum capacity complete in all repect as per technical specification and the direction of the Engineer. manually Raked coarse Bar Screen with 50mm clear opening for following PEAK FLOW and upto 3m channel depth. |
| 100 | Up to 3 MLD |
| 101 | SLUICE GATE |
| 102 | Supply,installation, testing and commisioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two walls of an open channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & shutter of CI Grade IS 210 FG 260, Head Stock IS210 Grade FG260, Hinge Pin SS ASTM A276, Stem operating Nut ASTMA 276, Duly tested for tensile strength, Chemical testing and tested Shope tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW upto 3m channel depth. |
| 103 | Up to 5 MLD |
| 104 | RISING MAIN |
| 105 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, includinggetting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 106 | In all types soils/ saturated soil such as moorum, sand, sandy silt. Clay, black cotton soil, kankar, etc. |
| 107 | Depth upto 1.5m |
| 108 | Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitablesize hole in road/ ground, providing and fixing two rows of 80-100mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members shall be painted in red and whitecolour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. Aftershifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) |
| 109 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985including specials (tees, bends etc.) complete including all material, labour, hydraulic testing and commissioning (excluding earthwork) as per Technical Specifications and direction of Engineer-in-charge; with Excise Duty Exemption.Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 110 | 200mm |
| 111 | AIR RELEASE VALVE CHAMBER |
| 112 | Construction masonary Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. Surface box 100 mm, top diameter, 160cm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand :4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 Cement: 5fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement morter1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neatcement complete as per standard design: |
| 113 | With F.P.S bricks |
| 114 | Providing , lowering, aligning, fixing in position and jointing in pipe line, cominaion air release valve Kinetic type class PN 1.6 with single chamber housed Double orfice and have 3 functions, large air exhaust, small air venting and large intake during vacuum of piplines of approved makes of following pressure rating and dia and following specfications: govering standard -AWWA C512, body and bonnet of Ductile cast iron of grade GGG4/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 115 | 200 mm dia |
| 116 | ABSTRACT -CIVIL WORK (SILT SEDIMENTATION CUM PUMP SUMP) - EARTH WORK |
| 117 | Earth work in excavation in open area, STP, WTP, Pumping Station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of excavated material lead upto 1000m at suitable site as per as drawing and as per direction of Engineer. (Measurements for payments to be done as per standard drawings). |
| 118 | In all type of soil |
| 119 | Upto 3.0 m depth |
| 120 | Earth Filling wth surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20 cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5m |
| 121 | SOLING |
| 122 | Random Rubble dry stone Kharanja (soling) under Floor |
| 123 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level |
| 124 | 1: 3: 6 (1 cement: 3 fine/coarse sand: 6 graded stone aggregate 20mm nominal size) |
| 125 | (RCC) REINFORCEMENT CEMENT CONCRETE |
| 126 | Providing and laying in position specified grade of reinforced cement conrete excluding the cost of centering, shutering, finishing and reinforcement- All work upto plinth level : |
| 127 | 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) |
| 128 | FORM WORK |
| 129 | Centering & shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting propping & removal of forms for: |
| 130 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 131 | REINFORCEMENT |
| 132 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bedning, placing in position and binding (including cost binding wire) all complete upto floor five level . |
| 133 | Thermo-mechanically Treated Bars |
| 134 | Plastic encapsulated CI/MS Foot Rest |
| 135 | COVER WITH FRAME |
| 136 | D.I. Cover & Frame 900x600mm |
| 137 | Rectangular Cover 455x610 mm with frame (low duty) |
| 138 | ABSTRACT - GUARD ROOM - Earth work in excavation in foundation, tenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitalbe site as per direction of Engineer for following depths, below ntural ground/Road top level. |
| 139 | In all types soils/saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar etc. |
| 140 | Depth upto 1.5m |
| 141 | Random Rubble dry stone Kharanja (soling) under Floor |
| 142 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level |
| 143 | (1: 4: 8 (1 cement: 4 fine/coarse sand: 8 graded stone aggregate 40mm nominal size) |
| 144 | Centering and Shuttering with plywood or steel sheets upto two stories or height upto 7.5 metre above plinth level including strutting,proppiing etc. and removal of from for: |
| 145 | Foundation, footings, bases of columns, etc. for mass concrete. |
| 146 | Suspended floors, roofs, landings, balconies and cantilevers. |
| 147 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttressses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centering, shuttering, finishing and reinforement: |
| 148 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 149 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: |
| 150 | Cement Mortat 1:6 (1 cement: 6 coarse sand) |
| 151 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto 2 storiesl in all shapes and sizes in : |
| 152 | Cement Mortat 1:6 (1 cement: 6 coarse sand) |
| 153 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bedning, placing in position and binding (including cost binding wire) all complete upto floor five level . |
| 154 | Thermo-mechanically Treated Bars |
| 155 | Cement Plastering on new surface of wall including (T&P)scaffolding material and complete labour for fixing of material including cost of water and curing, racking of joints etc. 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 156 | 1:4 (1 cement : 4 fine/ coarse sand) |
| 157 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 158 | 75 mm thick |
| 159 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mmthickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base tiesof 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 160 | Profile E |
| 161 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. |
| 162 | White washing with lime to give an even shade: |
| 163 | New Work (three or more coats) |
| 164 | Finishing walls with water proofing cement paint of required shade : |
| 165 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 166 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 167 | Two or more coats on new work |
| 168 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. |
| 169 | 90 mm dia |
| 170 | 110 mm dia |
| 171 | O & M |
| 172 | Operation & Maintenance for 5 years - 1st Year ( warranty Period) Bidder Should fill amount Rs 499500/- Bidder Should fill this amount in case any other amount is filled then it will be consider as Rs 499500/- |
| 173 | 2nd Year 5% esclation Bidder Should fill amount Rs 674000/- Bidder Should fill this amount in case any other amount is filled then it will be consider as Rs 674000/- |
| 174 | 3rd Year 5% esclation Bidder Should fill amount Rs 707700/- Bidder Should fill this amount in case any other amount is filled then it will be consider as Rs 707700/- |
| 175 | 4th Year 5% esclation Bidder Should fill amount Rs 743085/- Bidder Should fill this amount in case any other amount is filled then it will be consider as Rs 743085/- |
| 176 | 5th Year 5% esclation Bidder Should fill amount Rs 780239/- Bidder Should fill this amount in case any other amount is filled then it will be consider as Rs 780239/- Please Enable Macros to View BoQ information |
