Drinking Water And Sanitation Department has published Construction Of Mini rural pipe water supply Scheme With Rcc Water Tank, Dc Solar Motor Pump And 5 Years Om Etc All Complete Job In Block Satgawan Panchayat Tehro Village Khab Under D.W. And S. Div Jmt On Turn Key Basis For The Year 2021-22. . Submission Date for this Tender is 31-07-2021. Pump Supply Tenders in D. W. and S. Division Jhumritelaiya Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | KHAB (BADAL ) MINI SCHEME |
| 2 | Construction of 1 Nos GPT |
| 3 | Cost of Transportation and other miscellanies charge ,for setting the ring machine at site etc all complete job as per direction of E/I. |
| 4 | Drilling of 300mm dia perfectly vertical bore hole, by mechanical Rotary Rig Machine for the specified depth below ground level in all types of soil, moorum, etc which solid core cannot be retained ,having unconfined aquifer, including all works pertaining to it and bending the casing pipe, at least 0.30m(from 0to 48meters depth below ground level0 as per direction of E/I 0.00m to 48.00m(av. depth). DWSD Item 118 (i) |
| 5 | Drilling in all kinds of soil and rock in rural areaswith D.T.H. Rig Machine, all complete including supplying of all materials, labour, tools, drilling rig machine ,air compressor and equipment’s as well as fuel, lubricants for making 115mmdia boring and cost of transportation charge of rig machine and othervehicle to site the work site as per specification & direction of E/I. DWSD Item 121 (ii) |
| 6 | Cost of 125 mm dia blue UPVC Casing Pipe as per IS:12818:2016 CML no- 5543459. (DWSD 108) |
| 7 | Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I. (DWSD Item 125) |
| 8 | Providing and fixing centralizing guide to the well assembly at each and of slotted pipe to keep the assembly in the center of the hole so that to provide an even thickness of gravel pack. |
| 9 | Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor)Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor). DWSD Item 128 |
| 10 | Providing gravel packing with approved best quality gravel in uniformly graded size between 3.16mm(1/8’’)to 9.53mm(3/8’’) including collection ,stacking ,washing &packing in the annular space between the bore hole and the other surface of casing pipe in layer of suitable thickness in the under space as required rate by manual , including all lead& lift ,tec. All completeas per direction of E/I |
| 11 | Providing & supplying all labours, tools and plant for developing the gravel packed T/Well by use of compressed air for minimum 8 hours complete to make T/Well free from sand as per direction of E/I. |
| 12 | Supplying of 125 mm dia. Ribbed screen pipe confirming to IS:12818:2016 (CML no- 1543459) latest revision including carriage. (DWSD Item 131) |
| 13 | Provision of 1 HP Solar photovaltic (SPV) Solar Submersbile DC Water motor pump |
| 14 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. |
| 15 | Solar submersible motor pump (SPV DC Type) |
| 16 | 2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs. |
| 17 | Provision of solar night lamp. |
| 18 | RCC Water Tank (12000 Ltr) |
| 19 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth 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 specification and direction of E/I. |
| 20 | 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. |
| 21 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc., complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b |
| 22 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 11 b +11 c |
| 23 | A. Column Utility Room. Roofto 2nd bracing M-25 |
| 24 | B. Column above bracing to above tank floor M-25 |
| 25 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 13 C |
| 26 | Beam of Tank Floor M-30 |
| 27 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls |
| 28 | Tank Roof top M-25 landing |
| 29 | 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 including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume) |
| 30 | Providing designation 100 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. |
| 31 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume) |
| 32 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 33 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. |
| 34 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.08 |
| 35 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. |
| 36 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding 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. |
| 37 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window |
| 38 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I. |
| 39 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 40 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 41 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 42 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 43 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 44 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 45 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
| 46 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. |
| 47 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. |
| 48 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 49 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 |
| 50 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 |
| 51 | Carriage of Materials |
| 52 | Cement & rod 5km |
| 53 | Sand 10 KM |
| 54 | Stonechips Lead 20KM |
| 55 | Bricks Lead30 KM |
| 56 | Distrubtion and Rising work |
| 57 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) do-doall complete as per approved design, specification and direction of E/I. |
| 58 | Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC /CIPET (India) /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed PN12.5 |
| 59 | 63 mm HDPE pipe |
| 60 | 50 mm HDPE pipe |
| 61 | 32 mm HDPE pipe |
| 62 | 20 mm HDPE pipe |
| 63 | RISING |
| 64 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 65 | 65mmdia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main |
| 66 | 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 |
| 67 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 68 | ELBOW-63 mm dia. |
| 69 | ELBOW- 50 mm dia. |
| 70 | ELBOW- 32 mm dia. |
| 71 | TEE PLAIN 63mm Dia |
| 72 | TEE PLAIN -50 x 50 xmm |
| 73 | TEE PLAIN -32 mm |
| 74 | REDUCING SOCKET-63 mm x 50mm |
| 75 | REDUCING SOCKET- 63mm x 32mm |
| 76 | REDUCING SOCKET-50 mm x 32mm |
| 77 | PLUG- 63 mm |
| 78 | PLUG- 50 mm |
| 79 | PLUG- 32 mm |
| 80 | Reducing Tee 63 x 63 x 50 |
| 81 | Reducing Tee 63 x 63 x 32 |
| 82 | Reducing Tee 50 x 50 x 32 |
| 83 | SOCKET- 63 mm |
| 84 | SOCKET- 50 mm |
| 85 | SOCKET- 32 mm |
| 86 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper positionetc. all complete as per direction of E/I. labours as directed by engineer in charge. |
| 87 | 63 mm HDPE pipe- |
| 88 | 50 mm HDPE pipe- |
| 89 | 32 mm HDPE pipe |
| 90 | 20 mm HDPE pipe |
| 91 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line do-do all complete as per direction of E/I.position. |
| 92 | 63 mm HDPE pipe |
| 93 | 50 mm HDPE pipe |
| 94 | 32 mm HDPE pipe |
| 95 | 20 mm HDPE pipe |
| 96 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 97 | 32 mm dia and weight not less than 700 gms. |
| 98 | 50 mm dia and weight not less than 1.5 Kg. |
| 99 | 65 mm dia Full way valve |
| 100 | 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. |
| 101 | Full WayValve Chamber |
| 102 | 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 |
| 103 | Earth work in back filling the trenchage after laying different type and size of pipes do-do all complete as per direction of E/I. |
| 104 | House Connection |
| 105 | Earth work inexcavation in foundation trenches in hard soil vide classification item-B do-do as per specifications and direction ofE/I. |
| 106 | Providing coarse clean sand in filling in foundationdo-doall complete as per building specification and direction of E/I. |
| 107 | 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 do-do all complete as per building specification and direction of E/I. |
| 108 | Earth work in back filling the trenchage do-do as per specification and direction of E/I. Same as pipe of Sl No.(1) |
| 109 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand do-do all complete as per building specification an direction of E/I. |
| 110 | Providing and supplying G.I. pipes(Tata and euivalent make) for usage in drinking water etc. complete as specified and directed. |
| 111 | 15 MM |
| 112 | Supplying labours and tools for fixing G.I.Pipes with red lead and yarn do-doall complete as per specification and direction of E/I. |
| 113 | 15 MM |
| 114 | Supplying and fixing of G.M. ferrule do-doall complete as per specification and direction of E/I. |
| 115 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. |
| 116 | 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. |
| 117 | Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I. |
| 118 | 20 mm diaElbow |
| 119 | 15 mm diaElbow |
| 120 | 20mm dia R/Socket |
| 121 | 20mm dia Nipple |
| 122 | 15mm dia Nipple |
| 123 | 20mm dia Union/Socket |
| 124 | 15 mm dia Socket |
| 125 | 20mm dia Socket |
| 126 | Providing fitting and fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. |
| 127 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15m- Lead and disposal of unserviceable materials with leads all complete as per direction of E/I. |
| 128 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips do-doall complete as per building specification and direction of E/I. |
| 129 | Carriage of materials- |
| 130 | Cement upto 10 KM Lead |
| 131 | Sand upto 10 KM Lead |
| 132 | Stoneupto 10 KM Lead |
| 133 | O&M |
| 134 | O &M cost for 1st Year (Excluding Repair Charge) |
| 135 | O &M cost for 2ndYear |
| 136 | O &M cost for 3rdYear |
| 137 | O &M cost for 4th Year |
| 138 | O &M cost for 5thYear |
| 139 | Provision of One No SIM Card its recharging for RMC |
| 140 | Fencing aroung solar pannel |
| 141 | Making 30 cm( 12"") dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I. |
| 142 | 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 compelete as per building specification direction of E/I. |
| 143 | Labour cost offitting and fixing Galvanised chain -link mess up height of 2 Mincluding cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M |
| 144 | Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I. |
| 145 | Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I. |
| 146 | Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I. |
| 147 | Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted onM.S. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxesexcluding the cost of Galvanised chain -link mess all complete. |
| 148 | Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m |
| 149 | Cost of 50 x 50 x 6 mm M.S. angle |
| 150 | Carriage of Materials 5% |
| 151 | KHAB NICHE TOLA MINI SCHEME |
| 152 | Solar submersible motor pump (SPV DC Type) |
| 153 | i) 2 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 154 | Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed. |
| 155 | Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. |
| 156 | Provision of solar night lamp. |
| 157 | RCC Water Tank (4000 Ltr) |
| 158 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth 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 specification and direction of E/I. |
| 159 | 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. |
| 160 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b |
| 161 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 11 b +11 c |
| 162 | A. Column Utility Room. Roofto 2nd bracing M-25 |
| 163 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 13 C |
| 164 | Beam of Tank Floor M-30 |
| 165 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls |
| 166 | Tank Roof top M-25 landing |
| 167 | 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 including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume) |
| 168 | Providing designation 100 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. |
| 169 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume) |
| 170 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 171 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. |
| 172 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.08 |
| 173 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. |
| 174 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding 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. |
| 175 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window |
| 176 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I. |
| 177 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 178 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 179 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 180 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 181 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 182 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 183 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
| 184 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. |
| 185 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. |
| 186 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 187 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 |
| 188 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 |
| 189 | Carriage of Materials |
| 190 | Cement & rod 5km |
| 191 | Sand 10 KM |
| 192 | Stonechips Lead 20KM |
| 193 | Bricks Lead30 KM |
| 194 | Distrubtion and Rising work |
| 195 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) do-doall complete as per approved design, specification and direction of E/I. |
| 196 | Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC /CIPET (India) /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed PN12.5 |
| 197 | 63 mm HDPE pipe |
| 198 | 50 mm HDPE pipe |
| 199 | 32 mm HDPE pipe |
| 200 | 20 mm HDPE pipe |
| 201 | RISING |
| 202 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 203 | 65mmdia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main |
| 204 | 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 |
| 205 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 206 | ELBOW-63 mm dia. |
| 207 | ELBOW- 50 mm dia. |
| 208 | ELBOW- 32 mm dia. |
| 209 | TEE PLAIN 63mm Dia |
| 210 | TEE PLAIN -50 x 50 xmm |
| 211 | TEE PLAIN -32 mm |
| 212 | REDUCING SOCKET-63 mm x 50mm |
| 213 | REDUCING SOCKET- 63mm x 32mm |
| 214 | REDUCING SOCKET-50 mm x 32mm |
| 215 | PLUG- 63 mm |
| 216 | PLUG- 50 mm |
| 217 | PLUG- 32 mm |
| 218 | Reducing Tee 63 x 63 x 50 |
| 219 | Reducing Tee 63 x 63 x 32 |
| 220 | Reducing Tee 50 x 50 x 32 |
| 221 | SOCKET- 63 mm |
| 222 | SOCKET- 50 mm |
| 223 | SOCKET- 32 mm |
| 224 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper positionetc. all complete as per direction of E/I. labours as directed by engineer in charge. |
| 225 | 63 mm HDPE pipe- |
| 226 | 50 mm HDPE pipe- |
| 227 | 32 mm HDPE pipe |
| 228 | 20 mm HDPE pipe |
| 229 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line do-do all complete as per direction of E/I.position. |
| 230 | 63 mm HDPE pipe |
| 231 | 50 mm HDPE pipe |
| 232 | 32 mm HDPE pipe |
| 233 | 20 mm HDPE pipe |
| 234 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 235 | 32 mm dia and weight not less than 700 gms. |
| 236 | 50 mm dia and weight not less than 1.5 Kg. |
| 237 | 65 mm dia Full way valve |
| 238 | 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. |
| 239 | Full WayValve Chamber |
| 240 | 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 |
| 241 | Earth work in back filling the trenchage after laying different type and size of pipes do-do all complete as per direction of E/I. |
| 242 | House Connection |
| 243 | Earth work inexcavation in foundation trenches in hard soil vide classification item-B do-do as per specifications and direction ofE/I. |
| 244 | Providing coarse clean sand in filling in foundationdo-doall complete as per building specification and direction of E/I. |
| 245 | 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 do-do all complete as per building specification and direction of E/I. |
| 246 | Earth work in back filling the trenchage do-do as per specification and direction of E/I. Same as pipe of Sl No.(1) |
| 247 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand do-do all complete as per building specification an direction of E/I. |
| 248 | Providing and supplying G.I. pipes(Tata and euivalent make) for usage in drinking water etc. complete as specified and directed. |
| 249 | 15 MM |
| 250 | Supplying labours and tools for fixing G.I.Pipes with red lead and yarn do-doall complete as per specification and direction of E/I. |
| 251 | 15 MM |
| 252 | Supplying and fixing of G.M. ferrule do-doall complete as per specification and direction of E/I. |
| 253 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. |
| 254 | 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. |
| 255 | Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I. |
| 256 | 20 mm diaElbow |
| 257 | 15 mm diaElbow |
| 258 | 20mm dia R/Socket |
| 259 | 20mm dia Nipple |
| 260 | 15mm dia Nipple |
| 261 | 20mm dia Union/Socket |
| 262 | 15 mm dia Socket |
| 263 | 20mm dia Socket |
| 264 | Providing fitting and fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. |
| 265 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15m- Lead and disposal of unserviceable materials with leads all complete as per direction of E/I. |
| 266 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips do-doall complete as per building specification and direction of E/I. |
| 267 | Carriage of materials- |
| 268 | Cement upto 10 KM Lead |
| 269 | Sand upto 10 KM Lead |
| 270 | Stoneupto 10 KM Lead |
| 271 | O&M |
| 272 | O &M cost for 1st Year (Excluding Repair Charge) |
| 273 | O &M cost for 2ndYear |
| 274 | O &M cost for 3rdYear |
| 275 | O &M cost for 4th Year |
| 276 | O &M cost for 5thYear |
| 277 | Provision of One No SIM Card its recharging for RMC |
| 278 | KHAB RAVIDAS TOLA MINI SCHEME |
| 279 | Solar submersible motor pump (SPV DC Type) |
| 280 | i) 2 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 281 | Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed. |
| 282 | Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. |
| 283 | Provision of solar night lamp. |
| 284 | RCC Water Tank (4000 Ltr) |
| 285 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth 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 specification and direction of E/I. |
| 286 | 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. |
| 287 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b |
| 288 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 11 b +11 c |
| 289 | A. Column Utility Room. Roofto 2nd bracing M-25 |
| 290 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 13 C |
| 291 | Beam of Tank Floor M-30 |
| 292 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls |
| 293 | Tank Roof top M-25 landing |
| 294 | 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 including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume) |
| 295 | Providing designation 100 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. |
| 296 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume) |
| 297 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 298 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. |
| 299 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.08 |
| 300 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. |
| 301 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding 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. |
| 302 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window |
| 303 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I. |
| 304 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 305 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 306 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 307 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 308 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 309 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 310 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
| 311 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. |
| 312 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. |
| 313 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 314 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 |
| 315 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 |
| 316 | Carriage of Materials |
| 317 | Cement & rod 5km |
| 318 | Sand 10 KM |
| 319 | Stonechips Lead 20KM |
| 320 | Bricks Lead30 KM |
| 321 | Distrubtion and Rising work |
| 322 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) do-doall complete as per approved design, specification and direction of E/I. |
| 323 | Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC /CIPET (India) /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed PN12.5 |
| 324 | 63 mm HDPE pipe |
| 325 | 50 mm HDPE pipe |
| 326 | 32 mm HDPE pipe |
| 327 | 20 mm HDPE pipe |
| 328 | RISING |
| 329 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 330 | 65mmdia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main |
| 331 | 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 |
| 332 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 333 | ELBOW-63 mm dia. |
| 334 | ELBOW- 50 mm dia. |
| 335 | ELBOW- 32 mm dia. |
| 336 | TEE PLAIN 63mm Dia |
| 337 | TEE PLAIN -50 x 50 xmm |
| 338 | TEE PLAIN -32 mm |
| 339 | REDUCING SOCKET-63 mm x 50mm |
| 340 | REDUCING SOCKET- 63mm x 32mm |
| 341 | REDUCING SOCKET-50 mm x 32mm |
| 342 | PLUG- 63 mm |
| 343 | PLUG- 50 mm |
| 344 | PLUG- 32 mm |
| 345 | Reducing Tee 63 x 63 x 50 |
| 346 | Reducing Tee 63 x 63 x 32 |
| 347 | Reducing Tee 50 x 50 x 32 |
| 348 | SOCKET- 63 mm |
| 349 | SOCKET- 50 mm |
| 350 | SOCKET- 32 mm |
| 351 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper positionetc. all complete as per direction of E/I. labours as directed by engineer in charge. |
| 352 | 63 mm HDPE pipe- |
| 353 | 50 mm HDPE pipe- |
| 354 | 32 mm HDPE pipe |
| 355 | 20 mm HDPE pipe |
| 356 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line do-do all complete as per direction of E/I.position. |
| 357 | 63 mm HDPE pipe |
| 358 | 50 mm HDPE pipe |
| 359 | 32 mm HDPE pipe |
| 360 | 20 mm HDPE pipe |
| 361 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 362 | 32 mm dia and weight not less than 700 gms. |
| 363 | 50 mm dia and weight not less than 1.5 Kg. |
| 364 | 65 mm dia Full way valve |
| 365 | 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. |
| 366 | Full WayValve Chamber |
| 367 | 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 |
| 368 | Earth work in back filling the trenchage after laying different type and size of pipes do-do all complete as per direction of E/I. |
| 369 | House Connection |
| 370 | Earth work inexcavation in foundation trenches in hard soil vide classification item-B do-do as per specifications and direction ofE/I. |
| 371 | Providing coarse clean sand in filling in foundationdo-doall complete as per building specification and direction of E/I. |
| 372 | 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 do-do all complete as per building specification and direction of E/I. |
| 373 | Earth work in back filling the trenchage do-do as per specification and direction of E/I. Same as pipe of Sl No.(1) |
| 374 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand do-do all complete as per building specification an direction of E/I. |
| 375 | Providing and supplying G.I. pipes(Tata and euivalent make) for usage in drinking water etc. complete as specified and directed. |
| 376 | 15 MM |
| 377 | Supplying labours and tools for fixing G.I.Pipes with red lead and yarn do-doall complete as per specification and direction of E/I. |
| 378 | 15 MM |
| 379 | Supplying and fixing of G.M. ferrule do-doall complete as per specification and direction of E/I. |
| 380 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. |
| 381 | 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. |
| 382 | Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I. |
| 383 | 20 mm diaElbow |
| 384 | 15 mm diaElbow |
| 385 | 20mm dia R/Socket |
| 386 | 20mm dia Nipple |
| 387 | 15mm dia Nipple |
| 388 | 20mm dia Union/Socket |
| 389 | 15 mm dia Socket |
| 390 | 20mm dia Socket |
| 391 | Providing fitting and fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. |
| 392 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15m- Lead and disposal of unserviceable materials with leads all complete as per direction of E/I. |
| 393 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips do-doall complete as per building specification and direction of E/I. |
| 394 | Carriage of materials- |
| 395 | Cement upto 10 KM Lead |
| 396 | Sand upto 10 KM Lead |
| 397 | Stoneupto 10 KM Lead |
| 398 | O&M |
| 399 | O &M cost for 1st Year (Excluding Repair Charge) |
| 400 | O &M cost for 2ndYear |
| 401 | O &M cost for 3rdYear |
| 402 | O &M cost for 4th Year |
| 403 | O &M cost for 5thYear |
| 404 | Provision of One No SIM Card its recharging for RMC |
| 405 | KHAB MINI SCHEME |
| 406 | Solar submersible motor pump (SPV DC Type) |
| 407 | i) 2 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 408 | Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed. |
| 409 | Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. |
| 410 | Provision of solar night lamp. |
| 411 | RCC Water Tank (4000 Ltr) |
| 412 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth 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 specification and direction of E/I. |
| 413 | 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. |
| 414 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b |
| 415 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 11 b +11 c |
| 416 | A. Column Utility Room. Roofto 2nd bracing M-25 |
| 417 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 13 C |
| 418 | Beam of Tank Floor M-30 |
| 419 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls |
| 420 | Tank Roof top M-25 landing |
| 421 | 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 including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume) |
| 422 | Providing designation 100 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. |
| 423 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume) |
| 424 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 425 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. |
| 426 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.08 |
| 427 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. |
| 428 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding 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. |
| 429 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window |
| 430 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I. |
| 431 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 432 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 433 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 434 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 435 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. |
| 436 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. |
| 437 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
| 438 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. |
| 439 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. |
| 440 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 441 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 |
| 442 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 |
| 443 | Carriage of Materials |
| 444 | Cement & rod 5km |
| 445 | Sand 10 KM |
| 446 | Stonechips Lead 20KM |
| 447 | Bricks Lead30 KM |
| 448 | Distrubtion and Rising work |
| 449 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) do-doall complete as per approved design, specification and direction of E/I. |
| 450 | Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC /CIPET (India) /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed PN12.5 |
| 451 | 63 mm HDPE pipe |
| 452 | 50 mm HDPE pipe |
| 453 | 32 mm HDPE pipe |
| 454 | 20 mm HDPE pipe |
| 455 | RISING |
| 456 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 457 | 65mmdia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main |
| 458 | 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 |
| 459 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 460 | ELBOW-63 mm dia. |
| 461 | ELBOW- 50 mm dia. |
| 462 | ELBOW- 32 mm dia. |
| 463 | TEE PLAIN 63mm Dia |
| 464 | TEE PLAIN -50 x 50 xmm |
| 465 | TEE PLAIN -32 mm |
| 466 | REDUCING SOCKET-63 mm x 50mm |
| 467 | REDUCING SOCKET- 63mm x 32mm |
| 468 | REDUCING SOCKET-50 mm x 32mm |
| 469 | PLUG- 63 mm |
| 470 | PLUG- 50 mm |
| 471 | PLUG- 32 mm |
| 472 | Reducing Tee 63 x 63 x 50 |
| 473 | Reducing Tee 63 x 63 x 32 |
| 474 | Reducing Tee 50 x 50 x 32 |
| 475 | SOCKET- 63 mm |
| 476 | SOCKET- 50 mm |
| 477 | SOCKET- 32 mm |
| 478 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper positionetc. all complete as per direction of E/I. labours as directed by engineer in charge. |
| 479 | 63 mm HDPE pipe- |
| 480 | 50 mm HDPE pipe- |
| 481 | 32 mm HDPE pipe |
| 482 | 20 mm HDPE pipe |
| 483 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line do-do all complete as per direction of E/I.position. |
| 484 | 63 mm HDPE pipe |
| 485 | 50 mm HDPE pipe |
| 486 | 32 mm HDPE pipe |
| 487 | 20 mm HDPE pipe |
| 488 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 489 | 32 mm dia and weight not less than 700 gms. |
| 490 | 50 mm dia and weight not less than 1.5 Kg. |
| 491 | 65 mm dia Full way valve |
| 492 | 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. |
| 493 | Full WayValve Chamber |
| 494 | 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 |
| 495 | Earth work in back filling the trenchage after laying different type and size of pipes do-do all complete as per direction of E/I. |
| 496 | House Connection |
| 497 | Earth work inexcavation in foundation trenches in hard soil vide classification item-B do-do as per specifications and direction ofE/I. |
| 498 | Providing coarse clean sand in filling in foundationdo-doall complete as per building specification and direction of E/I. |
| 499 | 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 do-do all complete as per building specification and direction of E/I. |
| 500 | Earth work in back filling the trenchage do-do as per specification and direction of E/I. Same as pipe of Sl No.(1) |
| 501 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand do-do all complete as per building specification an direction of E/I. |
| 502 | Providing and supplying G.I. pipes(Tata and euivalent make) for usage in drinking water etc. complete as specified and directed. |
| 503 | 15 MM |
| 504 | Supplying labours and tools for fixing G.I.Pipes with red lead and yarn do-doall complete as per specification and direction of E/I. |
| 505 | 15 MM |
| 506 | Supplying and fixing of G.M. ferrule do-doall complete as per specification and direction of E/I. |
| 507 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. |
| 508 | 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. |
| 509 | Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I. |
| 510 | 20 mm diaElbow |
| 511 | 15 mm diaElbow |
| 512 | 20mm dia R/Socket |
| 513 | 20mm dia Nipple |
| 514 | 15mm dia Nipple |
| 515 | 20mm dia Union/Socket |
| 516 | 15 mm dia Socket |
| 517 | 20mm dia Socket |
| 518 | Providing fitting and fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. |
| 519 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15m- Lead and disposal of unserviceable materials with leads all complete as per direction of E/I. |
| 520 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips do-doall complete as per building specification and direction of E/I. |
| 521 | Carriage of materials- |
| 522 | Cement upto 10 KM Lead |
| 523 | Sand upto 10 KM Lead |
| 524 | Stoneupto 10 KM Lead |
| 525 | O&M |
| 526 | O &M cost for 1st Year (Excluding Repair Charge) |
| 527 | O &M cost for 2ndYear |
| 528 | O &M cost for 3rdYear |
| 529 | O &M cost for 4th Year |
| 530 | O &M cost for 5thYear |
| 531 | Provision of One No SIM Card its recharging for RMC |
| 532 | Add GST @ 12 % of Estimated Cost |
| 533 | Add Labour Cess 1 % |
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