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| 1 | PUMPING PLANT |
| 2 | KSB make submersible pump set, capacity 1500 LPM at 54 m delivery head, 25 HP suitable for true bore well of 300mm dia Housing capable of pumping of cold and clear water not chemically attacking to pump construction material directly coupled to electric motor 2900 RPM operating on 400 + 5% volts, 3 phase 50Hz A.C. supply with bronze impeller and C.I. non return valve with 3.0 mtr. core submersible cable.GNIDA APPROVED RATE |
| 3 | CUBICALE CONTROL PANEL: |
| 4 | Specification: L.T Control Start Delta starter panel., Floor Mounting indoor type, Dust Vermin proof, Front operated door opening, made of 16/14 Swg CRCA sheet steel, duly powder coated after necessary pre treatment in Ral 7032 shade. Power & Control wiring shall be made through flexible copper wire of suitable size. The starter panel shall be suitable to operte on 440+/- 10% Volts, 3 Phase 50 Hz AC supply. The starter panel shall comprise of the following: |
| 5 | INCOMING100 Α ΤΡΝ MCCB of L & T Make 1 No.0-100 A Ammeter With ASS & CTs - 1 Set.0-500 V Voltmeter with VSS - 1 Set.RYB Phase indicating Led Lights with toggle switch & Protection Fuses - 1 Set.Submersobale cable Finolex 1x3x16mm² 8mtrsOUTGOING32 A TP Power Contractor of L & T Make - 3 Nos.O/L Relay of Range 20-33A of L & T Make - 1 No.Fully automatic star delta timer - 1 No.Protection Relay against Over/Under Voltage,Single/ Reverse/Phase Unbalance of Havells make (Pro-Shield) - 1 No.Suitable arrangement by using PLC/ Timers to operate the starter for the set duration on every preset interval of time including covering the time lapse due to power failure or other reason - 1 Set. |
| 6 | MAIN PIPING & VALVE FOR TUBEWELL:- |
| 7 | Under this following items will be supplied: - |
| 8 | 24.0 mtrs. 150mm MSERW double flanged column pipe in 3 mts. length |
| 9 | 1 No. 150mm C.I.D.F. Bend. |
| 10 | 1 No. 150mm C.I.D.F. Reflex valve. |
| 11 | 2 No's 150mm C.I.D.F. Sluice valve. |
| 12 | 1 No. 150mm CI A/F Tee. |
| 13 | 1 Pair column pipe clamp. |
| 14 | 1 Set rubber packing & necessary nut bolts. |
| 15 | 2 No's 150mm M.S.D.F. pipe in length of 1.50 M. |
| 16 | 1 No. 150mm M.S.D.F. pipe in length of 1.0 M. |
| 17 | 18.0mtrs. 150mm MSERW double flanged column pipe in 3 mts. length (Extra) As per Jal Nigam (for water level) |
| 18 | GAUGESUnder this following items will be supplied: -A. 1 No. Pressure items will be supplied :-B.1 No. Depth gauge of suitable range in Kg/cm.C. 1No. Control cock.D. 40 Mtrs. Length of airline with all accessories.E. Hand air pump. |
| 19 | SPECIAL TOOLSUnder this following items will be supplied: -A. 2 No. 350mm size pipe wrinch.B. 1 Set D.E. Spanner.C. 1 Nos. Screw driver 150mm C.I.D/F reflex valve.D. 1 Nos. Hummer with handle.E. Hand air pump. |
| 20 | Rubber resistance sheet size 1mx2mx25mm thick. |
| 21 | Chlorinating plant electronic with all accessories. |
| 22 | Provinding & fixing of 200 Amp. Tipc switch fuse unit with HRC fuses with board in place of rewirable kit kat. |
| 23 | Providing & fixing the following:- |
| 24 | Supply & laying of (2x10 sqmm.x3core) flat cable. |
| 25 | Double earthing complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect. |
| 26 | Painting of pumping plant & other Accessories. |
| 27 | Erection of pumping plant |
| 28 | Testing of pumping plant |
| 29 | Part 2 |
| 30 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only 4.01/251(a). |
| 31 | Supplying & filling with Fine sand under floors including watering, ramming, consolidating and dressing complete. SOR/ML/21(A) |
| 32 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR-20/279/5.06 |
| 33 | As in item 279 above but in proportions of 8:4:1SOR/5.08/281 |
| 34 | M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.SOR-20/303/6.02 |
| 35 | Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar.SOR-20/305/6.04 |
| 36 | Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. SOR/6.04/305(A) |
| 37 | 2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as specifiedby the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary.SOR-20/360/7.01 |
| 38 | As in item 360 above but 2.5 cm thick and of cement concrete consisting of 1 part cement, 1½ parts approved coarse sand and 3 parts approved 10 mm. graded stone grit and including water proofing material as ordered by the Engineer incharge in the proportion as specified by the manufacturer. S.O.R./7.02/ 361 |
| 39 | Painting on DPC or over roof slab one coat of air blown bitumen S-35(60/70) or S-90 (80/100) grade @ one Kg/Sqm including cost of fuel wood other materials, labour T&P etc. required for proper completion of work. S.O.R. /7.03/362 |
| 40 | M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.SOR-20/303/6.02 |
| 41 | Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar.SOR-20/305/6.04 |
| 42 | Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar.SOR/6.07/305(A) |
| 43 | M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.SOR-20/303/6.02 |
| 44 | Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar.SOR-20/305/6.04 |
| 45 | Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar.SOR/6.07/305(A) |
| 46 | As in item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. SOR/6.07/309 |
| 47 | As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309.SOR-20/310(A)/6.09 |
| 48 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge M-25 grade reinforced cement concrete by using 330Kg of cement per cum of concrete. All work upto floor V level. AOR/1 |
| 49 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 50 | Thermo - Mechanically Trested Bars of Grade Fe-500-D or more.DSR-18/5.22.6 |
| 51 | Providing and fixing of factory made ISI marked steel glazed doors, windows and ventilators side/top/center hung with beading and all members such as K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screw or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. AOR/3 |
| 52 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces and central crosspiece. DSR-18/10.25. |
| 53 | 12mm cement plaster of mix 1:6 (1: cement: 6 coarse sand).DSR-18/13.4.2 |
| 54 | 6mm cement plaster of mix 1:3 (1 cement: 3 fine sand). DSR-18/13.16.1 |
| 55 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. DSR-18/10.25.2 |
| 56 | Cement concrete flooring 1:2:4 (1 cement:: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate. DSR-18/11.3.1 |
| 57 | Cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 18mm thick.DSR-18/11.6.1 |
| 58 | Providing and fixing glass strips in joints of terrazzo/cement concrete floors. 40mm wide and 4mm thick. DSR-18/11.13.1 |
| 59 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: -DSR-18/22.7 |
| 60 | Applying a slurry coat of neat cement using 2.75Kg/Sqm. of cement admixed with proofing compound confirming to IS: 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. |
| 61 | After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge. |
| 62 | Finishing the surface with 20mm thick joint less cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with tromel with neat cement slurry and Making molcing pattern of 300X300 mm square 3 mm deep. |
| 63 | The whole terrace so finished shall be flooded with water for a minimum period two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge: -- |
| 64 | With averate thikness of 120 mm and minimum thickness at Khurra as 65 mm.DSR-18/22.7.1 |
| 65 | Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 66 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. DSR-18/10.25.2 |
| 67 | Making Khurra 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1) cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finished the outlet complete.DSR-18/12.22 |
| 68 | White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR6.01/671 |
| 69 | Washed stone grit plaster on exterior walls of height upto 10M above Ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tools, applying cement slurry on the under layer @ 2kg of cement per square meter, top layer 15mm cement plaster 1:1/2:2 (1 cement ½ coarse sand: 2 stone chipping 10m nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specifications and direction of Engineer-in-charge (payment for providing grooves shall be made separately). DSR-18/13.72 |
| 70 | Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 71 | As in item (649) above but for every coat after the first coat.SOR/15.09+15.10/649+650 |
| 72 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finished the groove complete as per specifications and direction of the Engineer-in-charge. 15mm wide and 15mm deep groove. DSR-18/13.73.1 |
| 73 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: (Zone-III) 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation, levelling & dressing & finishing the top smooth. DSR-18/4.17 |
| 74 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion.(i) Single Socketed pipes |
| 75 | 110mm diameter. DSR-18/12.41.2 |
| 76 | Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with ½ tones roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 mm and lift upto 1.5 mm: All kinds of soil. DSR-18/2.2.1 |
| 77 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with jamuna sand with common burnt clay non modular bricks.DSR-18/11.2 |
| 78 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only 4.01/251(a) |
| 79 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fone sand) including testing of joints etc. complete 150mm dia R.C.C pipe DSR-13/19.6.3/340 |
| 80 | 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: |
| 81 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-2013/18.32.1) |
| 82 | Part 3 |
| 83 | Excavation of earth in ordinary soil for laying of Pipe Line including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth. As per GNIDA. |
| 84 | 150mm dia (103.00MX.85MX1.15M) |
| 85 | Providing laying S&S Centrifugally Cast (Spun) / Ductile IronPipes conforming to IS: 8329. |
| 86 | 150mm dia Ductile Iron Class K-7 pipes.DSR-18/18.72.2 |
| 87 | Laying of S&S centrifugally cast (Spun)/Ductile Iron Pipes Conforming to IS: 8329 |
| 88 | 150mm Dia |
| 89 | Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 : |
| 90 | 150 mm dia Ductile Iron Double Flanged. (DSR - 2018/18.73.2) |
| 91 | Providing and Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329: |
| 92 | 150 mm dia (DSR - 2018/18.73.2) |
| 93 | Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : (DSR -2018/18.69.1/P-330) |
| 94 | Laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS: 9523: (DSR-2018/18.69.1/P-330) |
| 95 | Providing S&S C.I. Standard specials suitable for mechanical jointing as per IS: 13382: (DSR - 2018/18.87.1/) |
| 96 | Providing and fixing of C.I. different size nut-bolt with washer (DSR-2018/1957) |
| 97 | 150 mm dia |
| 98 | P/F of rubber flange joints as per 638, BSS-2494 complete in all respect for following dia. 18.70.2 |
| 99 | 150 mm dia |
| 100 | Supply and filling with jamuna sand over & below for proper cushion of Cl pipe Sand filling in plinth (25Mx0.85Mx0.075M) consolidating and dressing complete. SOR-255 |
| 101 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour Tools, & plant etc. required for proper completion of the work 5.06/279 SOR |
| 102 | Mild steel or iron work in R.C.C. worth to required shape as nécessery including bending for proper completion of the work including supply of steel & wastage etc. (5.22.6/2018) |
| 103 | Part 4 |
| 104 | TRANSPORTATION OF RIG MACHINE |
| 105 | Carriage of rig machine from div. Store to site work. |
| 106 | Carriage of rig machine T & P from truck. |
| 107 | Loading & unloading of T & P. |
| 108 | TRANSPORTATION OF TUBEWELL ASSEMBLY |
| 109 | Carriage of tubewell assembly, housing pipe, plain pipe, tubewell accessories etc. from Div. store to site of work. |
| 110 | Loading & unloading of tubewell assembly ie, heavy loads. |
| 111 | DRILLING:-- |
| 112 | Drilling of pilot bore by 675/550mm dia R.R. Bit upto required depth 280MBGL & reaming of bore of size 675 mm dia upto 65 MBGL & 550mm dia from 65MBGL to 280MBGL with R.R. Bit & dismantling of rig machine. |
| 113 | Levelling and dressing of site |
| 114 | Installation of rig machine. |
| 115 | Dismantling of rig machine (1/2 of installation) |
| 116 | Digging and filling of 15x7x1 M3 size pit for water & mud circulation for drilling. |
| 117 | Water arrangement for drilling of bore hole upto lowering & completion of tubewell work. |
| 118 | Drilling of 675mm dia bore GL to 65m BGL |
| 119 | Drilling of 550mm dia bore 65m to 80m BGL |
| 120 | Drilling of 550mm dia bore 80m to 120m BGL |
| 121 | Drilling of 550mm dia bore 120m to 160m BGL |
| 122 | Drilling of 550mm dia bore 160m to 200m BGL |
| 123 | Drilling of 550mm dia bore 200m to 220m BGL |
| 124 | Electric logging of pilot bore with resistivity survey. |
| 125 | LOWERING OF TUBEWELL ASSEMBLY |
| 126 | Lowering of 350x200mm dia MSERW tubewell assembly pipe upto 200 MBGL including filling of pea-gravel in between the annular space of pipe & bore. |
| 127 | 350mm dia housing pipe upto 0-60M |
| 128 | 200mm dia pipe 60-80M |
| 129 | 200mm dia pipe 80-120M |
| 130 | 200mm dis pipe 120-160M |
| 131 | 200mm dia pipe 160-180M |
| 132 | TUBEWELL ASSEMBLY |
| 133 | 350mm dia MSERW housing pipe Jindal/Surya/TaTa make 7.1mm thick. |
| 134 | 350mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick. |
| 135 | 200mm dia MSERW plain pipe Jindal/Surya/TaTa make 7.1mm thick. |
| 136 | 200mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick. |
| 137 | 350x200mm M.S. reducer with 12mm thick M.S. Plate |
| 138 | 350mm dia well cap with 12mm thick M.S. plate |
| 139 | 350mm dia M.S. ring with 12mm thick M.S. Piate |
| 140 | 350mm dia M.S. Clamp with 12mm thick MS Plate. |
| 141 | 200mm dia M.S. ring with 12mm thick M.S. Plate. |
| 142 | 200mm dia bail plug with 12mm thick M.S. Plate |
| 143 | 200mm dia Centre guide with 12mm thick M.S. Plate. |
| 144 | Girder for tubewell assembly support. |
| 145 | Sum item 5.1-5.13 |
| 146 | PEA GRAVEL |
| 147 | 1.6mm to 4.8mm Lal-Qua/Chandigarh Pea-gravel screened |
| 148 | TRANSPORTATION OF AIR COMPRESSOR & T&P |
| 149 | Carriage of 600/350 PSI Air Compressor by breakdown service from Div. Stone of work. |
| 150 | Carriage of 600/350- PSI Air compressor and T & P |
| 151 | Loading & unloading of T & P |
| 152 | DEVELOPMENT OF TUBEWELL BY 600/350 PSI AIR |
| 153 | COMPRESSOR. |
| 154 | Errection of 600 PSI Air compressor & camp equipage |
| 155 | Development of T/W by 600 PSI air compressor. |
| 156 | After completion of work dismentaling of compressor with T & P |
| 157 | TRANSPORTATION OF O.P. UNIT & T & P |
| 158 | Carriage of 3 Cusec Capacity O.P. Unit by break down service etc. from div. store to site work. |
| 159 | Carriage of O.P. Unit T & P from Div. Store to site work |
| 160 | Loading & unloading of T & P |
| 161 | DEVELOPMENT OF TUBEWELL BY 3 CUSEC O.P.UNIT |
| 162 | Errection of O.P. Unit & Camp Equipage |
| 163 | Development of tubewell |
| 164 | After completion of work dismentling of O.P. Unit |
| 165 | Yield test of tube well by O.P. Unit & Testing of water for |
| 166 | GST and labour cess @1% extra as per applicable Please Enable Macros to View BoQ information |
