Drinking Water And Sanitation Department has published Tender For Construction Of Ghuni No. 2Water Supply Scheme Including, Supply Installation, Testing & Commissioning Of Rising Main, Distribution System, Construction Of Oht All Appurtenance Work Etc. Complete Within Jal Jeevan Mission Program Under Haldwani. Submission Date for this Tender is 31-05-2023. Water Supply Project Tenders in haldwani Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Rates for Construction of Ghuni no. 2Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under HaldwaniBlock. |
| 2 | Transportation of suitable truck mounted rig machine, air compressor, O.P unit, camp equipage, connected T&P and necessary accessories, cashing pipe, tube well assembly housing pipe etc including loading, unloading ereation & levelling of rig machine upto site of worketc. complete in all respect as per direction of Engineer in charge, required for drilling & development of Tube Well. |
| 3 | Erection and Leveling of rig machine at site of work |
| 4 | Drilling of 550 mm dia bore by heavy duty direct rotaryRig machinein alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly. |
| 5 | Procurement of Tube well assembly as Below. 300 mm dia. MSERWpipe 7.90 mm thick. Blind and threaded. |
| 6 | Slotted & threaded. |
| 7 | 300 mm dia Bail Plug. |
| 8 | 300 mm dia MS well cap. |
| 9 | 300 mm dia MS clamp with nuts & bolts. |
| 10 | Supply of pea gravel of Size 1.6 mm to 4.8 mm. |
| 11 | Surrounding of pea Gravels in between bore & Tube wellassembly upto entire depth of Tube well ordered by the department. |
| 12 | Preparing & lowering of Tube well assembly starting from G.L to the required depth including cutting& Welding, as required at the site complete with all required T&P. Fixing of 300 mm dia. Bail plug with nut & bolt. |
| 13 | Lowering of 300 mm dia. M S ERW thick housing pipe (Plain & Slotted Pipe) as required. |
| 14 | Fixing of 300 mm dia. 8 mm thick tube well cap. |
| 15 | Fixing of 300 mm dia. M.S.D.I. Housing clamp. |
| 16 | Dismantling of Rig Machine & Other Equipments, and Clearance ofSite After satisfactory completion of work. |
| 17 | Development ofTube well by 350PSI /1400 CFM air compressor unit to the satisfaction of Engineer in charge to give sand free discharge & proper packing of pea Gravels atleast for 70 hours. |
| 18 | Development of Tube well by the suitable submersible OP unit complete with lowering & lifting ofpumpingplant having800 lpm discharge approximate including running of OP unit and field testing of Tube well by V Notch atleast for 60 hours to the satisfactory of work. |
| 19 | Geological Survey of Site. |
| 20 | Chemical & Bacteriological testing of water sample. |
| 21 | Risingmain Pipe Line |
| 22 | Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. MSERW Pipe 125 mm Dia 4.8 mm thick. |
| 23 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc MSERW Pipe 125 mm Dia 4.8 mm thick. |
| 24 | Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing 100mm to -150 mm |
| 25 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) 125 mm dia |
| 26 | Provinding & Fixing DI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material lebourer T&P etc complete PN 1.1 125 mm dia |
| 27 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm 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 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 28 | Construction of Over Head Tank Dia (m) 150 KL 22 mtr Staging |
| 29 | Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 22 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 22.00 metre. |
| 30 | PUMP AND ACCESSORIES |
| 31 | Supply of energy efficient submersible pumping setcapable to delivering 600 lpm discharge on 195 m head and electric motor to be operated on BPH 384/10 + NB 1003 volts, 3 phase, pump make KSB supply with 5m submersible cable. |
| 32 | Spare Pump Set of Same Duty |
| 33 | supply installation testing and commissioning on turnkey basis for full automatic pump automation "&"control panels of different capacities having intelligent unit having field programmable logic control LHRS based SCADA operated pump motor start run control project against faults automatically operated control and management system for supervisioring control and data acquisition system at pumping water supply scheme and 2 year free of cost AMC for warranty period of following duties as per specification sheet enclosed and suitable for integration in the existing system including cartage from works of manufacture upto site of work.50 H.P ISI |
| 34 | Supply installation testing and commissioning of three phase digital rolling contact survo voltage stabilizer suitable for unbalance voltage and unbalance load including fixing of proper size copper lugs on input and out put cable both end at different sites on turnkey basis input voltage 330 volt to 460 volt phase three phase 100 KVA Capacity 3 Phase four wire servo Voltage stabilizer |
| 35 | Four Core Copper Cable for installation(70 Sq. mm armored copper cable) |
| 36 | 400amp TPN change over switch |
| 37 | Supply & Installation of Pipe and valve as per following Specification 150mm dia M.S. Flanged Column pipe, 7.1 mm thick - 165 Mts. 150mm dia top Column pipe 3mt. Long -1 No 150mm dia reducer in 1 mts lengh -1 No 150mm dia M.S. radial 900 Bend -4 No 150mm x 150 mm x 150mm M.S. A/F tee -1 No 150mm dia M.S D/F pipe as per specification 2.0 mts in length -4 Nos 1.5 mts in length -2 Nos 1.0 mts in length -2 Nos |
| 38 | Supply of Following Items 150 mm dia C.I.D/F Sluice Valve. |
| 39 | 150mm dia C.I.D/F Reflex Valve. |
| 40 | 150mm dia size column pipe clamps. |
| 41 | Nut bolts, rubber packing etc. |
| 42 | 35 sqmm 3 core copper submersible cable |
| 43 | Supply & Fitting of Following Item, Supply & Fixing of 250 Amp MCCB. |
| 44 | Power Wiring 1 x 3 x 35 Sq.mm. Submersible Cable |
| 45 | Earthing Material (Copper Earth Strip, Copper Earth Plate etc. Including Digging of Pit & Complete Earthing Work in All Respect. |
| 46 | Construction of Pump House |
| 47 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 48 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Net qty ofEarth filling req. |
| 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 50 | Brick Masonry for Foundation Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 51 | Plinth protection Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 52 | Brick Work Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 53 | Half brick masonry Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 54 | RCC Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 55 | Steel fabrication Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars.@130 kg /cum |
| 56 | Centering & Shuttering Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 57 | Lintels, beams, plinth beams, girders, bressumers and cantilevers Plinth Beam,lintel beam and slab beam For 9"walls |
| 58 | Weather shade, Chajjas, Corbels etc including edges For windows |
| 59 | Plaster Work 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand) |
| 60 | Plaster 20 mm (Externalplaster) (Cm 1:6) 1:6 (1 cement : 6 fine/ coarse sand) |
| 61 | Plaster 12 mm Ceiling plaster) (CM 1:4) 1:4 (1 cement : 4 fine/ coarse sand) For Ceiling portion watch man room |
| 62 | Flooring 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 63 | Tile for Toilet Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 64 | Wall tile Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 65 | Rain water pipe Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes. 110 mm diameter |
| 66 | Rain water pipe fittings Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°110 mm bend |
| 67 | Shoe (Plain) 110 mm Shoe |
| 68 | Ceiling Fan clamp Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 69 | Steel Door frames Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm 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:Fixing with adjustable lugs with split end tail to each jamb |
| 70 | Flush Door shutters Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 71 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading |
| 72 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge Extruded section profile size 42x50 mm |
| 73 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places Toilet |
| 74 | Window 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 riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) W @ 30kg/ sqm |
| 75 | Paint work White washing with lime to give an even shade: New work (three or more coats) all plaster surface |
| 76 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade all inner plaster surface with ceiling |
| 77 | Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats applied @ 3.84 kg/10 sqm). all outer plaster surface |
| 78 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture For Frame of door, Window & Ventilation(Multiplying coefficients:-2.6, 2, 1.6 (for each side)) |
| 79 | water proofing treatment Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 80 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75mm deep chase |
| 81 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group A |
| 82 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 3 pin 5/6 A socket outlet |
| 83 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. 6 SWG dia. |
| 84 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 6 pin 15/16 A socket outlet |
| 85 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A |
| 86 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A |
| 87 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 88 | 6 way , Double door Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V "C" curve DP MCB complete with connections, testing and commissioning etc. as required. With sheet steel enclosure |
| 89 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 90 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 91 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes |
| 93 | 20 mm nominal outer dia Pipes |
| 94 | 32 mm nominal outer dia Pipes |
| 95 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore |
| 96 | 20 mm nominal bore |
| 97 | Providing and fixing brass stop cock of approved quality 20 mm nominal bore |
| 98 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore |
| 99 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 100 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design and as per direction of engineer-in charge With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 101 | Compound Wall with Gate |
| 102 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Total Earth Work Quantity |
| 103 | PCC Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 104 | Brick Masonry for Foundation Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement : 4 coarse sand) For Walls |
| 105 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 115mmdesignation 7.5 in superstrute above plinth level. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 106 | Plaster 20 mm (Externalplaster) (Cm 1:6) 20 mm cement plaster of mix : For Compound wall above GL |
| 107 | RCCworks for compound wall Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) upto plinth level footing |
| 108 | above plinth level |
| 109 | Centering & Shuttering Centring and shuttering at all levels including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. |
| 110 | Columns, Pillars, Piers, Abutments, Posts and Struts- (For gate pillar) Column. |
| 111 | Steel fabrication Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 112 | For Compound Gate Structural steel work in single section, fixed with or without connecting plate, cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 113 | Fencing Providing and fixing concerina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, studtied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engieer-in-charge, with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq. mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 114 | Distribution of Pipe Line Works. |
| 115 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. Total |
| 116 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc. Medium Duty (Class "B") 15 mm dia for House Connection @ 10mtr per Connection |
| 117 | 15 mm dia for house shifting Connection @ 10 mtr per Connection |
| 118 | 50 mm dia |
| 119 | 65 mmdia |
| 120 | 80 mm dia |
| 121 | 100 mm dia |
| 122 | 125 mm dia |
| 123 | Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing 50mm- to 80 mm |
| 124 | Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferruleincluding tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only) /Connection Ferrule Connection (Labour cost only) |
| 125 | Ferrule Connection for shiffting (Labour cost only) |
| 126 | Material of Ferrule Connection |
| 127 | Supplying and fixing of following sizes of , valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour etc. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) Pressure PN 1.6 80 mm dia |
| 128 | 125 mm dia |
| 129 | Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete. 125 mm dia |
| 130 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Bituminous road |
| 131 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 132 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) |
| 133 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm 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 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design |
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