Public Health Engineering Department-PHED has published Work Of Construction And Commissioning Of Tws Rcc Reservoirs P L J Tesing N Commissioning Of Pipe Lines Construction Of Pump House . . . . . Conversion From P N T To Piped Wss Langra Santhalpur , Tehsil Mandrayal , Distt . Karauli Work Of Construct. Submission Date for this Tender is 04-08-2020. Reservoir Tenders in Karauli Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Work of Construction and Commissioning of TWs RCC Reservoirs P L J tesing n commissioning of Pipe Lines Construction of Pump House, PMI etc. wtih defect liability period (with O&M) of 12 months Conversion from P&T to piped WSS Langra Santhalpur, Tehsil Mandrayal, Distt. Karauli. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Tube well | BI01010001010000000000000515BI0100001113 | ||
| 2 | 2 | Construction of Tubewell 200mm dia from ground levels and up to 100 Mtr depth and above to accommodate housing and assembly pipe in all type of Alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800( part-I) 1991 and IS:2800 ( Part-II ) 1979 ( both amended up to date) and technical specifications for removal of overburden. The work includes cost of lowering of casing pipe, but excludes the cost of casing pipe.Nominal bore 200 MM Dia | BI01010001010000000000000515BI0100001114 | 354 | RM |
| 3 | 3 | Construction of tubewell after completion of drilling by rotary method and upto 150 mtr. depth in all type of rock by DTH system as per IS:2800 Part I 1991 and IS 2800 Part II 1979 ( both amended upto date ) and technical specifications. The work shall be deemed completed only after obtaining sand-free water during pumping.The bore well should have a through-out bore size of 200 mm beyond casing pipe.Nominal bore 200 MM Dia | 720 | RM | |
| 4 | 4 | Add15% extra on depth more than 150 mtr.for drilling beyond 150 mtr. depth. | 180 | RM | |
| 5 | 5 | Testing verticality of tube well by plumbing system, yield test and draw down test by pumping system as per IS: 2800 (part - II) 1979 or as amended up to date. | 6 | Each | |
| 6 | 6 | Labour charges for making slots on blank pipe made of ERW MS black pipe of following sizes, the sloting should be as per IS : 8110-2000 or as amended up to date. work of requred width and length on black M.S pipes of OD 219.1mm for converting these in to screen pipes as per IS: 8110-1985 on pipes where ever required.200 mm dia nominal bore. | 72 | RM | |
| 7 | 7 | Supplying and Packing pea gravel (3 to 5 mm) suitable for slot size/mesh size conforming to IS:2800(Part-I) 1991 with latest amendments. | 30 | Cum | |
| 8 | 8 | Development of tube well as per IS : 11189-1985 and IS :2800 (part-I) 1991 (both amended up to date ) using suitable compressor to give sand free water for required yield of the gravel packed tube well. | 30 | Hrs | |
| 9 | 9 | S&F Tubewell cover( for 200mm dia pipe) of MS sheet 8 mm thick at top & 5mm thick 100 mm wide shroud around the edge so as to form a cap on the top end casing pipe with G.I Nipple 45 cm long & two GI flange at both end in 80 mm size passing through ahole in the centre of MS sheet . A 25 mm socket with end plug shall also be weld over top plate (as per drawing enclosed ) AMS/GI nipple having inside thread of size1/2" (suitable for installation of pressure gauge ) shall be provide &welded with G.I nipple near top plate nipple shall be provided with end plug..200 mm dia. | 6 | Each | |
| 10 | 10 | Supply and installation of 3- phase ISI Marked submerssible motor pump sets of 5 star rating by BEE and as per IS-8034:2018 (PUMP) and IS-9283:2013 (MOTOR) or amended upto date of approved make of following duty conditions with required accessories including making connections suitable for tubewell/DCB. The job includes lowering of motor pumps, installation of complete fitting and accessories, jointing of electric cables upto switch board, testing of submercible pump set and interconnection upto water mains, complete all as specified.7.5 KW (10HP) & Head upto 120 mtr. | 90 | KW | |
| 11 | 11 | Supply & fixing ISI Marked 3 core PVC flat submercible cable as per IS-694:1990 or amended upto date and conductor as per class V of IS 8130:1980 including making connections etc.6.00 Sqmm 3 core | 2160 | RM | |
| 12 | 12 | Providing and laying PVC insulated and PVC sheathered cables of1.1 KV with aluminium conductor of IS : 7098-I/1554 catagery 1 and approved make of including excavation of 30cmX 75cm side trench as per IS:1255 15 mm thick under layer of sand ii class brick covering ,refilling earth in remaining portion making necessary connection including testing etc. of required size of 4 core (cat I ) make as mentioned in specification. This includes all required hard material ,termination end with suitable crimping lugs.16 Sqmm | 180 | RM | |
| 13 | 13 | Providing and lowering in Tubewell ISI mark GI pipe " B " class as per IS : 1239 ( part-I ) 2004 or amended up to date. for submercible pump set in 3 M length including of G I Flange at both end and 2 No flat 25X3mm welded on both ends between pipe and flange, rubber washer and nut bolts complete in all respect of following sizes.50 mm dia | 930 | RM | |
| 14 | 14 | Providing and laying of GI pipe of A ( light ) class as per IS :1239 ( part-I ) or amended up to date. make for submercible cable exeternal work 40 mm dia complete in all respect. | 36 | RM | |
| 15 | 15 | Providing and fixing of double flanged CI body ,ISI Marked NRV of approved make of following sizes.80mm | 6 | Each | |
| 16 | 16 | Supply and installing Double flanged Sluice valves as per IS :14846 of 80mm diameter with cap and giving Satisfactory test complete and or so directed by Engineer . It also include cost of labour , jointing material with nuts & bolt and Rubber sheet. | 6 | Each | |
| 17 | 17 | Supply & installation of 100 mm dia sealed diaphragm burden type pressure gauge of range 0 to 10 kg along with all jointing material as per specification with safety cover. | 6 | Each | |
| 18 | 18 | Poviding and fixing and installation, testing and commissioning of double flanged of 80 mm dia woltman type Bulk water meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box ( sheet 16 SWG) suitable for following dia water meter with locking arrangement. including all accessories of following dia.80 mm | 6 | Each | |
| 19 | 19 | Providing and Installation,of Electric control feeder panel for Submersible pump set ( with automatic Star- Delta oil immersed) with all required components/items/hardware / and conforming to enclosed drawing and specification and including all mounting on CC M15 1:2:4 platform of size 900 mm X 450mm as per detailed specification.above 5 HP & up to 10.0 HP | 6 | Each | |
| 20 | 20 | Plat Earthing as per IS : 3043 of panel board using G.I Earth plate of size 600 mm * 600 mm *6 mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. welded on casing pipe of t/w and copper wire of 8 SWG . This includes excavation of trench ,all hardware and material . Complete in all respect. | 6 | Each | |
| 21 | 21 | Providing & fixing of pump safety cage as per specification or as directed by Engineer in charge. | 6 | Each | |
| 22 | 22 | Supply of ERW MS black casing pipe ISI Marked ( IS : 4270/2001 ) or amended up to date of 200 mm dia nominal bore (5.4 mm thickness of pipe & mass of tube 28.46 Kg/mtr.) of grade Fe410 | 360 | RM | |
| 23 | 23 | Rising main pipe line | |||
| 24 | 24 | 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:5382-1985 including special (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. | |||
| 25 | 25 | D I K7 -100mm | 2340 | Mtr | |
| 26 | 26 | D I K7 -150mm | 2000 | Mtr | |
| 27 | 27 | D I K7 -200mm | 100 | Mtr | |
| 28 | 28 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottom, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m. | |||
| 29 | 29 | All kinds of soil | 1731.6 | Cum | |
| 30 | 30 | Ordinary rock. | 865.8 | Cum | |
| 31 | 31 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. | 585 | Cum | |
| 32 | 32 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. | 585 | Cum | |
| 33 | 33 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). A/S Tee , Bend, Reducer (All End Socketed) Upto 300 mm Diameter | 300 | Kg | |
| 34 | 34 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category "B" Makes / vendors other then Category "A" will be considered in category “B”). | |||
| 35 | 35 | 100 mm Dia | 6 | No. | |
| 36 | 36 | 150 mm Dia | 2 | No. | |
| 37 | 37 | 200 mm Dia | 2 | No. | |
| 38 | 38 | distribution pipe line | |||
| 39 | 39 | 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:5382-1985 including special (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. | |||
| 40 | 40 | D I K7 -100mm | 13468 | Mtr | |
| 41 | 41 | D I K7 -150mm | 1336 | Mtr | |
| 42 | 42 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottom, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m. | |||
| 43 | 43 | All kinds of soil | 5773.56 | Cum | |
| 44 | 44 | Ordinary rock. | 2887 | Cum | |
| 45 | 45 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. | 289.298 | Cum | |
| 46 | 46 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. | 289.298 | Cum | |
| 47 | 47 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). A/S Tee , Bend, Reducer (All End Socketed) Upto 300 mm Diameter | 500 | Kg | |
| 48 | 48 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category "B" Makes / vendors other then Category "A" will be considered in category “B”). | |||
| 49 | 49 | 100 mm dia | 10 | No. | |
| 50 | 50 | 150 mm Dia | 2 | No. | |
| 51 | 51 | Pump and Macinery | |||
| 52 | 52 | Supply, delivery at site with necessary packing, receiving, unloading,shifting, storing, installation, testing and commissioning of HorizontalCentrifugal Split Casting pumps with motor, CI casing and casingring, SS 316 impeller, SS 410 Shaft and shaft sleeve, couplingguard, common base plate, foundation bolts etc. complete with allrespect as per the specification. Discharge 20 to 30 LPS and head 31 to 40 M | 2 | Nos. | |
| 53 | 53 | S & F of Star delta Starter with MCB,Main and Aux Contactor,O/LRelay, L/R Selector Switch,3 Indicating lamps,Start-Stop PushButton ,Control MCB with panel with all accessories with followingrating for 22 kw pump set | 2 | Nos. | |
| 54 | 54 | Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.\n35 Sq.mm & 3.5 core (Group-1) | 25 | mtr | |
| 55 | 55 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 16 sqm | 30 | mtr | |
| 56 | 56 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category "B" Makes / vendors other then Category "A" will be considered in category “B”). | |||
| 57 | 57 | 150 mm dia | 5 | Nos. | |
| 58 | 58 | 200 mm dia | 2 | Nos. | |
| 59 | 59 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, C.I. dual plate check valves as per API:594 and API:598 of PN 1.6 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\nCategory "B" (Makes / vendors other then Category "A" will be considered in category “B”). | |||
| 60 | 60 | 150 mm dia | 2 | Nos. | |
| 61 | 61 | 200 mm dia | 1 | Nos. | |
| 62 | 62 | Providing, fabrication of mild steel plain ended/flanged specials liks Tee, Bend, reducer, enlarger, plugs, tail pieces and blank flange made from m s pipe, m s sheet strip and m s sheet of required size by welding, cutting and threading as per site conditions and as directed by engineer incharge complete in all respect. ( Repairing and Modification of existing Header pipe ) | 1200 | kg | |
| 63 | 63 | SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel made out of CRCA sheet, required hardware, duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shade. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, seperate detachable gland plate M.S. base chanel, hinged door with locking arrangement for equipment/ switchgear. Thickness of sheet shall not be less than 1.6 mm up to 600 mm length/ width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with/ without detachable extension type structure. only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) | 6 | sqm | |
| 64 | 64 | Supplying and fixing of Aluminium/ Copper bus bar by means of SMC/ DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending, cutting in required shape and size and colour coding with heat shrinkable PVC Sleeves. Electrolytic grade Aluminium bus bar | 35 | kg | |
| 65 | 65 | SITC of quick make and quick break 3 Pole current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2/ IEC 60947-2 with front face and centralised adjustable, line load intechangeability, having positive isolation capability, probision for UVR, shunt trip, earth fault trip, push (test) to trip, including making connections with lugs/ spreaders etc. as required. With thermal magnetic release. up to 100 Amp, 16/25 kA, adjustable O/L & fixed S/C setting, | 2 | each | |
| 66 | 66 | Plate earthing as per IS: 3043 with G.I. earth plate of size 600mm X 600mm X 6.0 mm by embodying 3 to 4 mtr below the ground level with 25 mm dia G.I. 'B' Class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. cover, C.I. frame of size 300mm x 300mm complete with alternate layers of salt and coke/ charcoal, testing of earth resistance as required. | 2 | set | |
| 67 | 67 | Storage | |||
| 68 | 68 | Construction of RCC Circular clear water Reservoirs of required capacity including excavation in all type of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of of surplus stuff, all labour and material charge, providing and fixing accessories such as MS/Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, paddle coller, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including dome etc. Complete in all respect as per design data,criteria,obligatory requirements and detailed specification, scope of work and GA drawing. The job include painting the name of scheme and other details on the reservoir and any other work related to surface as per the direction of Engineer in charge, Technical Specification and Scope of work.The rate indicated below are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. | 100000 | Litre | |
| 69 | 69 | Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata,RCC work,cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff,plinth protection,all labour and material charges including providing and fixing of accessories such as ladder,manhole frame and covers,water level indicator(flot type), ventilator with ss scren, lightening arrester, fioat valve, puddle coller, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr.height of ground level to top level, chamber for all valves, providing and applying three coats of cement paint to internal surface and giving satisfactory hydraulic test and water tightness test as per I S code, etc. Complete in all respect as per design data, criteria, obligatory requirement and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, provinding alluminium portable ladder suitable to reach at height of 4.5 mtr. and any other works related to structure as per the directions of Engineer-in- Charge, Technial specification and scope of work.Rates for RCC OHSR, SBC 10T/sqm, seimic zone II and staging 18 Meter. | 400000 | Litre | |
| 70 | 70 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. (for CWR and OHSR) | |||
| 71 | 71 | 100 mm | 24 | Metre | |
| 72 | 72 | 150 mm | 30 | Metre | |
| 73 | 73 | 200 mm | 54 | Metre | |
| 74 | 74 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category "B" Makes / vendors other then Category "A" will be considered in category “B”). | |||
| 75 | 75 | 100 mm Dia | 1 | No. | |
| 76 | 76 | 150 mm Dia | 4 | No. | |
| 77 | 77 | 200 mm Dia | 4 | No. | |
| 78 | 78 | Pump House | |||
| 79 | 79 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 375 | Sqm | |
| 80 | 80 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed : All kinds of soil\n | 12.096 | Cum | |
| 81 | 81 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 1.152 | Cum | |
| 82 | 82 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix) For R.C.C M-250 grade RCC FOOTING | 19.144 | Cum | |
| 83 | 83 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix ) For R.C.C M-250 grade RCC COLUMN | 3.548 | Cum | |
| 84 | 84 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix For R.C.C M-250 grade RCC BEAM | 11.657 | Cum | |
| 85 | 85 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix For R.C.C M-250 grade RCC SLAB | 21.863 | Cum | |
| 86 | 86 | Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade For R.C.C M-250 grade RCC CHAJJA | 0.50625 | Cum | |
| 87 | 87 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc.Complete | 31.691 | Cum | |
| 88 | 88 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas,lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel | 3.927 | MT | |
| 89 | 89 | a)Providing 12 mm thick cement plaster in two coats in 1:4 cement morter without neeru finish to concrete, brick or stone surface in all positions including scaffolding, curing etc complete. | 228.832 | Sqm | |
| 90 | 90 | b)Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete | 167.425 | Sqm | |
| 91 | 91 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) | 6.305 | Sqm | |
| 92 | 92 | Providing and fixing in position factory made box type fully glazed window consisting of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and steel section F4B as per detailed drawing and design including mild steel 12mm square bars at 10cm center to center, required F7B section, section T6,section for shutter frame (Louvered clips in case of Louvered window portion) and 3mm thick glass of approved quality of necessary fixtures and fastening, finishing with one coat of anticorrosive paint etc. complete | 7.74 | Sqm | |
| 93 | 93 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 , using 5kg. adhesive per sum of tile area, in average 3mm thickness. 600 x 1200 mm | 70.152 | Sqm | |
| 94 | 94 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer. | 228.832 | Sqm | |
| 95 | 95 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). | 160.083 | Sqm | |
| 96 | 96 | M S Lader. 4 Rmt. Length | 1 | Nos. | |
| 97 | 97 | Tiolet Uint Pan + Other Unit | 1 | Nos. | |
| 98 | 98 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 , using 5kg. adhesive per sum of tile area, in average 3mm thickness. | 6.888 | Sqm | |
| 99 | 99 | Boundary wall | |||
| 100 | 100 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed : All kinds of soil\n | 59.62 | Cum | |
| 101 | 101 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 6.62 | Cum | |
| 102 | 102 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix) For R.C.C M-250 grade RCC FOOTING | 30.11 | Cum | |
| 103 | 103 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix ) For R.C.C M-250 grade RCC COLUMN | 3.33 | Cum | |
| 104 | 104 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix For R.C.C M-250 grade RCC BEAM | 10.35 | Cum | |
| 105 | 105 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas,lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel | 4.54 | MT | |
| 106 | 106 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc.Complete | 41.41 | Cum | |
| 107 | 107 | b)Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete | 194.54 | Sqm | |
| 108 | 108 | b)Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete | 194.54 | Sqm | |
| 109 | 109 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). | 194.54 | Sqm | |
| 110 | 110 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). | 194.54 | Sqm | |
| 111 | 111 | Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames) | 5 | Sqm |
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