Drinking Water And Sanitation Department has published Construction Of 300Mm X 250Mm X 60.00 Mtrs. ( Av. ) Deep Gravel Packed Tubewell ( Gpt ) Galvanized Tubular Steel Structure 91.5 X 91.5 X 4.8Mm 6 Meter Staging, 5000 Liter Capacity Hdpe Tank And Stand Post Etc. With 2 Years O&M ) At Village Chanchki . Submission Date for this Tender is 14-06-2022. Tube Well Tenders in pakur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Const. of GPT |
| 2 | Transportation of drilling machine with all necessary equipments & materials to work site. |
| 3 | Providing all tools and equipments and labour and drilling in all kinds of soil (soft/hard) sand and sand stone by reverse circulation method or by jet process, 300/250 mm dia bore hole for insertion of125mm dia UPVC casing pipe/slotted pipe drilling in all rural area for installation of India Mark-II Hand-Pump. |
| 4 | (i) Up to 30.00 mrs. Depth below G.L. |
| 5 | (ii) Beyond 30 mtrs. Upto 60.00 mtrs. |
| 6 | Providing all equipments and labour for lowering 125mm dia UPVC casing/slotted UPVC / UPVC ribbed screen pipe & inserting vertically conforming to the available strata (slotted pipe/Screen pipe are to be lowered in water bearing aquifer and as per direction of E/I at site and else where casing pipe will be lowered. |
| 7 | Supplying fitting & fixing the following G.I. fitting of approved make and specification at work site complete job. |
| 8 | (a) 125mm. Centering Guide(3 Nos. in Each T/Wells.) |
| 9 | (b) 125mm.Bail Plug/Bottom Plug |
| 10 | (c) M.S. Clamp for 125mm. dia Pipe |
| 11 | Supplying 3mm. to 6mm. well washed assorted pea gravel and doing packing around the annular space between bore hole and 125 mm pipe uniformly upto the depth of 10.00 mtrs. Below G.L. etc. all works complete as per direction of E/I. |
| 12 | Supplying all materials, labours and equipment to seal the tube well up to the depth of 10 mtrs. Below by strictly clay to prevent continuation from surface flow all complete job as per direction of E/I. |
| 13 | Supplying all materials, labours and equipments including 125mm dia G.I. cap/C.I. cap and fitting and fixing the G.I. cap/C.I. cap over the casing properly and taking out as per direction of E/I. |
| 14 | Supplying all tools,equipments and labour for flushing washing and developing of tubewell to give clean and clear water all complete job as per direction of E/I. |
| 15 | Cost of (125 mm nominal dia. 140mm O.D.) Blue UPVC casing pipe as per IS12818-2016(CML No.5543459) specification. |
| 16 | Cost of (125 mm nominal dia. 140mm O.D.) UPVC ribbed screened /slotted pipe as per IS12818-2016(CML No.5543459) specificationwith latest amendment. |
| 17 | Construction of RCC Foundation for Steel StructureStaging |
| 18 | Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B) |
| 19 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume) Foundation for Steel structure staging |
| 20 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I |
| 21 | Providing nominal mix PCC of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. Foundation for Steel structure staging |
| 22 | Providing RCC M-20 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. |
| 23 | (a)Foundation for Steel structure staging |
| 24 | Footing and Vertical Pedestal |
| 25 | Raft |
| 26 | (1x2.335mx2.335mx0.25m)=1.36 m3 |
| 27 | 4nosx0.50mx((0.50mx0.50m)+(0.35mx0.35m))x0.30m =0.22 m3 |
| 28 | Total |
| 29 | Column |
| 30 | 4nosx0.35mx0.35mx1.5m=0.74 m3 |
| 31 | Tie Beam |
| 32 | 4nosx0.30mx0.30mx1.085m=0.39 m3 |
| 33 | Centering & Shuttering including strutting, proping etc. And removal of form. |
| 34 | Foundation for Steel structure staging PCC |
| 35 | 2x(2.50m+2.50m)x0.125m=1.25 m2 |
| 36 | (a)Foundation for Steel structure staging |
| 37 | Footing and Vertical Pedestal |
| 38 | Raft |
| 39 | 2x(2.335m+2.335m)x0.25m=2.335 m2 |
| 40 | 2x4nosx(0.50m+0.40m)x0.30m =2.16 m2 |
| 41 | Column |
| 42 | 2x4nosx(0.35m+0.35m)x1.5m=8.40 m3 |
| 43 | Tie Beam |
| 44 | 2x4nosx(0.30m+0.30m)x1.085m=5.21 m3 |
| 45 | Total= |
| 46 | Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I. |
| 47 | (a)Foundation for Steel structure staging |
| 48 | As per Item-5, Total quantity of RCC=2.71m3 |
| 49 | Total quantity of Steel @ 120.00 kg/m3 =2.71m3x120.00 x 1% westages kg/m3=328.45kg or say 0.33 MT. |
| 50 | Carriage of materials |
| 51 | Brick 30 km lead |
| 52 | Cement 10 km lead |
| 53 | Sand 30 km lead |
| 54 | Stone Chips 10 km lead |
| 55 | Rod 10 km lead |
| 56 | Construction ofgalvanized tubular Steel structure staging forHDPE water storage Tank. |
| 57 | For Structure :--- |
| 58 | Providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. |
| 59 | (I) LEG PIPE-91.5x91.5x4.8mm thick (square pipe) |
| 60 | 4nos.x6mx10.7kg/m=328.80 kg |
| 61 | (II) BASE PLATE-300mmx12mm thick (plate) |
| 62 | 4nos.x0.3mx28.26kg/m=33.91kg |
| 63 | (III) STIFFENER-100mmx10mm of thick (flat) |
| 64 | 32nosx0.15m.x7.85kg/m=18.84 kg |
| 65 | (IV) TOP FLANGE-300mmx10mm of thick (plate) |
| 66 | 4nos.x0.3mx23.55kg/m=28.26 kg |
| 67 | (V) FRAME BASE PLATE-300mmx8mm of thick (plate) |
| 68 | 4nosx0.3m.x18.84kg/m=22.61kg |
| 69 | (VI)UPPER STIFFENER-40mmx6mm of thick (flat) |
| 70 | 16nos.x0.1mx1.9kg/m=3.04kg |
| 71 | (VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate) |
| 72 | 32nos.x0.225mx8.7kg/m=62.64kg |
| 73 | b. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate) |
| 74 | 16nos.x0.244mx8.4kg/m=32.79kg |
| 75 | (VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle) |
| 76 | 16nos.x1.324mx3.0kg/m=66.53kg |
| 77 | (IX) DIAGONAL BRACING-50mmx50mmx6mm of thick (angle) |
| 78 | 32nos.x1.286mx3.0kg/m=168.54kg |
| 79 | (X) UPPER STIFFNER-100mmx10mm of thick (flat) |
| 80 | 16nos.x0.15mx7.85kg/m=9.42kg |
| 81 | (X) a. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 82 | 2nos.x2.5mx9.66kg/m=48.30kg |
| 83 | b. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 84 | 4nos.x1.363mx9.66kg/m=52.67kg |
| 85 | c. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 86 | 4nos.x0.46mx9.66kg/m=17.77kg |
| 87 | d. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 88 | 2nos.x9.66kg/m=5.78kg |
| 89 | e. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 90 | 0.4965mx0.299mx16nos.x9.66kg/m=76.74kg |
| 91 | f. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 92 | Gusset Plate 244x178x6mm Thick 4 Nos |
| 93 | 4nos.x0.425mx9.66kg/m=16.42kg |
| 94 | (XI) a. LADDER JOINT CLIET-65mmx65mmx5mm of thick (angle) |
| 95 | 2nos.x0.05mx4.9kg/m=0.49kg |
| 96 | b. LADDER-35mmx35mmx5mm of thick (angle) |
| 97 | 4nos.x3mx2.7kg/m=32.40kg |
| 98 | c. Horizontal Support Angle |
| 99 | 40x40x5mm Thick- 300mm Long 20 nos |
| 100 | d. LADDER-35mmx35mmx5mm of thick (angle) |
| 101 | 2nos.x2.05mx2.7kg/m=11.07kg |
| 102 | e. Horizontal Support Angle |
| 103 | 40x40x5mm Thick- 300mm7 nos |
| 104 | Horizontal Support Angle |
| 105 | f.LADDER JOINT CLIET-40mmx40mmx5mm of thick (angle) |
| 106 | 2nos.x0.166mx3kg/m=1.00kg |
| 107 | (XII) a.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe) |
| 108 | 4nos.x2.05mx2.2kg/m=18.04kg |
| 109 | b.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe) |
| 110 | 12nos.x0.775mx2.2kg/m=20.46kg |
| 111 | (XIII) G.I. SHEET-2500mmx1250mmx3mm of thick |
| 112 | 2nos.x2.5mx29.5kg/m=147.50kg |
| 113 | (XIV) FOUNDATION BOLT-20mm of thick (M20) |
| 114 | 16nos.x1.2mx2.47kg/m=47.42kg |
| 115 | Total |
| 116 | Weight after Galvanising @ 4% |
| 117 | (XV) HARDWARE (L.S.) |
| 118 | Total |
| 119 | Steel Structure for Solar Panel |
| 120 | (I) MAIN LEG PIPE-100mmx100mmx4.8mm thick (square pipe) |
| 121 | 1nos.x3mx15kg/m=45kg |
| 122 | (II) BASE PLATE-300mmx12mm thick (plate) |
| 123 | 1nos.x0.3mx28.26kg/m=8.478kg |
| 124 | (III) STIFFENER-100mmx10mm of thick (flat) |
| 125 | 4nosx0.15m.x10.78kg/m=6.468 kg |
| 126 | (IV) CLAMP-50mmx6mm of thick (flat) |
| 127 | 2nos.x0.35mx2.36kg/m=1.652 kg |
| 128 | (V) RAFTER-91.5mmx91.5mmx4.5mm of thick (square pipe) |
| 129 | 1no.x1.8mx12.9kg/m=23.22 kg |
| 130 | (VI) RAFTER JOINT PLATE-100mmx10mm of thick (flat) |
| 131 | 2nos.x0.2mx10.78kg/m=4.312 kg |
| 132 | (VII) PERLIN-80mmx40mmx3.2mm of thick (tube) |
| 133 | 2nos.x3mx6kg/m=36 kg |
| 134 | (VIII) PERLIN SUPPORT PIPE-25mmx25mmx2.6mm of thick (square pipe) |
| 135 | 2nos.x1.58mx2kg/m=6.32kg |
| 136 | (IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe) |
| 137 | 1nos.x1mx2kg/m=2kg |
| 138 | (X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle) |
| 139 | 2nos.x0.05mx10.2kg/m=1.02kg |
| 140 | (XI) HARDWARE (L.S.) |
| 141 | 2kg |
| 142 | (XII) FOUNDATION BOLT-550mmx20mm of thick (round M-20) |
| 143 | 4nosx0.55m.x2.47kg/m=5.43kg |
| 144 | Total |
| 145 | Weight after Galvanising @ 4% |
| 146 | Information board for IEC |
| 147 | Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP DSR-2018-2019) |
| 148 | (I)Square Tube |
| 149 | 25mmx25mmx3.2mm thick |
| 150 | (Wt.@1.98kg/m) |
| 151 | 2nosx1.50m=3.00m=3.00mx1.98kg/m=5.94kg |
| 152 | (II) Square Tube |
| 153 | 25mmx25mmx3.2mm thick |
| 154 | (Wt.@1.98kg/m) |
| 155 | 3nosx1.20m=3.60m=3.60mx1.98kg/m=7.13kg |
| 156 | (III) M.S. Sheet 1mm thick. |
| 157 | (Wt.@7.85kg/m2) |
| 158 | 1nosx1.50mx1.20m=1.80m2 |
| 159 | =1.80m2x7.85kgp/m2=14.13kg |
| 160 | Total=20.20kg |
| 161 | Installation of 5000 liters Capacity Water Storage Tank |
| 162 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank(DWSD. Item No-01 M) |
| 163 | Transportation Charge |
| 164 | Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour |
| 165 | Making hole in Tank |
| 166 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 167 | Stand Post |
| 168 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 169 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete |
| 170 | Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- |
| 171 | Rising Main |
| 172 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 173 | 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe |
| 174 | Distribution |
| 175 | Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. |
| 176 | 50 mm HDPE Pipe- |
| 177 | 32 mm HDPE Pipe- |
| 178 | 20 mm HDPE Pipe- |
| 179 | Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end). |
| 180 | 50 mm dia . |
| 181 | Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.10% ofHDPE&upvc pipe cost |
| 182 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. |
| 183 | For Rising |
| 184 | 50 mm HDPE Pipe- |
| 185 | Distribution |
| 186 | 50 mm HDPE Pipe- |
| 187 | 32 mm HDPE Pipe- |
| 188 | 20 mm HDPE Pipe- |
| 189 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. |
| 190 | Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. |
| 191 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. |
| 192 | (1) Elbow |
| 193 | (a)15 mm dia. |
| 194 | (2) Reducer Socket - |
| 195 | (a) 20 x 15 mm dia. |
| 196 | (3) Nipple - |
| 197 | (a)15 mm dia. |
| 198 | (4) Plain Socket - |
| 199 | (a)15 mm dia. |
| 200 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. |
| 201 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 202 | 50 mm dia and weight not less than 1.5 Kg. |
| 203 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I. |
| 204 | 15 dia and weight not less than 400 Gm |
| 205 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm 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.Full way valve chamber |
| 206 | Supplying materials , labours and equipment"s for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I. (As per Annexure II Attached) |
| 207 | 1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform - For 10 Nos. |
| 208 | Earth work inexcavation in foundation trenches in hard soil vide classification item-B and disposal of excavatedearth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction ofE/I. |
| 209 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 210 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 211 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royaltyall complete as per building specification and direction of E/I. Part A 7.2 (A) |
| 212 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts ofwater, taxes and royalty all complete as per building specification an direction of E/I. |
| 213 | Carriage of materials |
| 214 | Brick 30 km lead |
| 215 | Cement 10 km lead |
| 216 | Sand 30 km lead |
| 217 | Stone Chips 10 km lead |
| 218 | Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job |
| 219 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. |
| 220 | 85% of Excavated Qty. - Qty.As per item No. -1 |
| 221 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I. (As per old model estimate) |
| 222 | Supplying and installtion of 2 H.P. 100 mm dia submersible pump set, Starter etc. with Electrical works. |
| 223 | Electric Pump Motor |
| 224 | Supplying 100 mm dia submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and poly-propylene/ noryl impeller. Motor suitable for working on 415V+10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to with stand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump. (Make KSB/Crompton)(DW&S (Sl 139-M1055) 1.5 HP (1No.Working) |
| 225 | D.O.L. Starter with SS Enclosure with 380/415 Volt coil(DW&S (149, M1065), 5KVA |
| 226 | Supplying , Flat flexible submersible cable with, copper conductor, PVC insulated, and PVC sheathed . (DW&S (146, M1062) 3Core 4.00 sq mm |
| 227 | Providing safety wire of5 mm dia. PVC coated of approved make. |
| 228 | Supplying & Fitting M.S. Clamp of 100 mm. dia. |
| 229 | Providing & Supplying High Density Polyethylene Pipe (HDPE Pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/Cm2 suitable for water supplywhich is available in all standards like ISI-4984, ISO-4427, DIN-8074 and various gradesincluding transportation (taken avg 10%), taxes and duties (taken 2%), contractor profit and overhead charges (taken15%). HDPE pipe of materials grade PE80- PN-10 (dia in mm)40mm dia |
| 230 | Electrical Work |
| 231 | Wiring for Circuit wiring withP.V.C. insulated copper conductor cable I.S.I. marked concealed conduit with P.V.C. pipe as required all complete job as per specification and direction of E/I. |
| 232 | (2 x 2.5 sqm. + 1 x 2.5 sqm. Earth wire) (1.7.2) |
| 233 | (2 x 4.0 sqm. + 1 x 4.0 sqm. Earth wire) (1.7.3) |
| 234 | Construction of 1.00x1.00x1.00M High GPT Chamber |
| 235 | Earth work in excavation in foundation isolated footing trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I. Foundation |
| 236 | Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction. |
| 237 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 238 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. |
| 239 | Providing designation 75 A Brick work in C.M. (1:6) in Foundation with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints 15 mm depth, curing, taxes and royalty all compelete as per building specification and direction of E/I. Wall |
| 240 | Providing Precast R.C.C M-200 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse send of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) , taxes & royalty all complete as per building specification & direction of E/I. Slab |
| 241 | Providing 12mm cement plaster (1:6) with approved quality of clean coarsesand of F.M 1.5 including screeningcuring with all leads & lift of waterscaffolding taxes & royaltyall complete as per building specification and direction of E/I. |
| 242 | Providing 1.5mm cement punning including curing carriage of water with all lead & lifts as per building specification and direction of E/I. Same as item No. 8 |
| 243 | Providing Tor steel reinforcement of 8mm, 10mm, 12mm, & 16mm dia bar as per approved design and drawing excluding carriage of bars to work sites cutting bending and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I. |
| 244 | Carriage of materials |
| 245 | Brick 30 km lead |
| 246 | Cement 10 km lead |
| 247 | Sand 30 km lead |
| 248 | Stone Chips 10 km lead |
| 249 | Rod 10 km lead |
| 250 | O & M |
| 251 | O & M Cost for 1st year (Excluding Repair Charges) |
| 252 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 253 | Add 12% GST |
| 254 | Add 1% Labour Cess |
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