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| 1 | Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge. |
| 2 | Providing, laying, jointing ,testing and commissioning at site in trenches bevelled ended MSERW pipe of Grade - A or L 210 confirming to IS /ISO-3183-2007 or Latest with upto date amendments having minimum wall thickness as specified below& capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr . The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest appliccable and with upto date ammendments (leak proof) in three layers at site of work with welded rods of Advani/ oeriliken make /IST marked ( welded rods 3mm to 4 mm ) and all allied accessorieswhatever required for welding at site, tail pieces , tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition. and cutting of piped wherever required as per site requirement including carriage in all leads & lifts and as directed by the engineer in charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendment & shall be engaged with MSERW pipe Grade - A . The laying shall confirm to BIS 5822-970 or latest with upto date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after 100 meter length shall be measured & paid for separately. ) including all leads , lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In - charge. |
| 3 | Sr No RD From To Dia Thickness |
| 4 | 1. 0 to 360 200mm 4.80mm |
| 5 | 2 360 to 680 200mm 4.00mm |
| 6 | Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to MSERW/G.I Pipe after every 100 metre or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge. |
| 7 | RD From To Dia Thickness |
| 8 | 1. 0 to 540 200mm FT-17 |
| 9 | 2 540 to 680 200mm FT-5 |
| 10 | Submersisble Pumping Machinery. |
| 11 | Supply, erection, testing & commissioning of submersible pumping set of reputed make KSB /BS/Johnston/ Worthington / Sabar/ Oswal or any other reputed make conforming to latest relevent BIS code. The pump should be fitted with free flow impellers of bronze /suitable alloy as per BIS 5659 or latest with up to date ammendments suitable for raw/clear water having greased packed bearings & shell with wound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti / Crompton make conforming to relevent BIS code with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor . The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:- |
| 12 | Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 124 mtrs |
| 13 | Capacity of each pump set (in LPS) :- 16.31 LPS |
| 14 | Dia of R/Main (in mm):- 200mm |
| 15 | Dia of Column Pipe (in mm) |
| 16 | HP:- 2 x 50 HP = 100 HP |
| 17 | Providing and fixing of Auto control panel with push button star delta starter ( 2 Nos ) for submersible pumps of L&T and reputed make fabricated with M.S sheet and Angle stand duly painted and complete with internal wiring ,comprising of main switch of suitable Amp. T.P. Volt meter, ammeter,hour run meter, phase indicating lamps with GSM based , Remote start/stop operation call/SMS for feedback regarding running of pumps & breakdown message, timer scheduling for fixed hours in a day,Inbuilt protection against overload/undervoltage,Dry run,single phase preventor,Inbuilt GPS tracker,phase reversal configurable volt/current limits with a facility to access the system through minimum 10 Nos. authenticated mobile Nos. complete in all respect, including entire carriage of materials upto all leads and lifts,installation and testing at site with entire satisfaction of Engineer-in-charge. ( all meters to be installed shall be digital ). |
| 18 | Supply &fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of Cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 4(a) + surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump. Class of valve shall be ASA- 300. |
| 19 | Supply &fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / KSB make of suitable size cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 14(a)+ surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump . Class of valve shall be ASA 300. |
| 20 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / Pelicon KSB make of suitable size Cast steel double flanged swing check type reflux valve confirming to API standard with up to date ammendments for R/main as mentioned in item No. 4 (c) for withstanding nominal seat pressure as per item No. 4(a) + surge pressure.The size of reflux valve shall be equal to size of Rising main and the same shall be provided with suitable bye pass arrangements. Class of valve shall be ASA 300 and shall be of 200 mm dia meter. |
| 21 | P/L & fixing of suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. |
| 22 | P/L PVC jointless flat water proof cable as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from circuite breaker to motor & motor to starter including all other electrical equipments such as thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. |
| 23 | P/F double flanged suction, delivery pipe & common header of MSERW pipe Grade-A considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 5 (E)-(ii). The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump . |
| 24 | Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge. |
| 25 | Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 26 | Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.. |
| 27 | Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.. |
| 28 | Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 29 | P/L cement concrete1:2:4 (1Cement :2 Sand:4graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement etc in :-Flat surfaces such as suspended floors, roofs,beams & girders |
| 30 | 40 mm thick Cement concrete flooring1:2:4(1cement: 2app .sand:4app.graded stone aggregate 20 mm nominal size) laid in one layer finished with floating coat of neat cement thick including all lead, lifts and arriage of material at site and as the Engineer Incharge. |
| 31 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30X30X5mm . So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 32 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like. |
| 33 | Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness. |
| 34 | Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires. |
| 35 | Random rubble masonary/polygon rubble masonary (uncoursed/brought to course) with hard stone of approved quality in foundation and plinth includinglevelling up with cement concrete 1;6;12(1 cement:6sand:12 graded stone aggregate of 20mm nominal size in cement mortar 1:6(1cement:6app.sand)including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 36 | Squared rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6(1cement:6app.sand)including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 37 | Providing and laying DPC 38mm thick cement concrete 1:2:4(1cement:2app.sand: 4app.graded stone agg.12.5mm nominal size and curing complete.I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 38 | Applying coat of hot bitumen(mexphlat 80/100 or equipment using 1.70Kg per square metre on damp proof, course after cleaning the surface with a cloth lightly socked in Kerosine oil, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 39 | 2nd class Brick work using common burnt clay building brick in super structure in all heights and depth in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.. |
| 40 | 20mm cement plaster in single coat rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 41 | 6mm cement plaster to celling in cement mortar 1:3(1cement: 3app sand) including all leads, lifts and carraige of material at site and as directed by the Engineer Incharge. |
| 42 | Boulder filling dry hand packed tightly under floors including all leads lifts and carriage of materials at site and as directed by the Engineer incharge. |
| 43 | P/F pressed steel door frames manufactured from commerical MS sheets of 1.25mm thickness including hinges, jump loack jamb, bead and if required angles threshold of thickness including hinges, jump loack jamb, bead and if required angles threshold of MS angle 50X25mm or base tie of 1.25mm pressed Ms welded or rigidly fixed together by mechnical menas, adjustable lugs with split and tails to each jamp including steel butt hinges 2.5mm thick with guards, lock strike plate and shock as specified as directed by the Engineer Incharge. |
| 44 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size) |
| 45 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar dirt and other foreign matter.including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 46 | Himachali colour wash on un decorated wall surface (two coats) to given an even shade including througly brooming the surface to removal of oil grease,dirt,dust and other forgin matter.including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 47 | Providing and fixing 1mm thick M.S. sheet garrage door with frame of (40x40x6mm) angle iron 3.15 mm M.S. gussest plates at the junctions and corner all necessary fittings complete including applying a priming cost of red lead paint, including all leads, lifts and carriag of material at site and as directed by the Engineer Incharge. (using M.S angle 40x40x6mm for diagonal braces). |
| 48 | Applying a priming coat over new steel and steel based surface with enamel paint to give an even shade including cleaning the surface of all dirt , dust and other foreign matter , enamel paint other than white, including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge. |
| 49 | Painting two coat( excluding priming coat) on new steel and steel based surface with enamel paint to give an even shade including cleaning the surface of all dirt , dust and other foreign matter , enamel paint other than white, including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge. |
| 50 | Providing under layer 75mm thick unconsoildated bed dry bricks/stone (40mm nominal size) including finishing the top surface, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.. |
| 51 | Providing plinth protection 50mm thick in cement concrete 1:3:6)1cement:3sand:6graded stone agg.20mm nominal size) including finishing the top surface of concrete smooth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 52 | Providing and fixing tower bolts aluminium ( barrel type ) anodized transparent or dyed to required shade and colours screws complete , inclduing all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 53 | 250x10mm dia. |
| 54 | Providing and fixing MS grills of required pattern in wooden frames/pressed ,steel frame with MS flat square/round bars 12mm dia with round headed bolts and nuts or by screws. Plain Grill, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 55 | Providing and fixing M.S handles with necessary screw etc. complete including all lead lifts and cariirage of material at site and as directed by the Engineer Incharge 100mm |
| 56 | Providing and fixing MS sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc.complete 250x16mm including all lead lifts and cariirage of material at site and as directed by the Engineer Incharge |
| 57 | Providing,laying , jointing & testing high density polythylene pipe for use for buried water main and services .The jointing of pipe shall be done by Butt fusion welding which shall confirm to clause 3.2.1.2 of IS-7634 ( part-II)-2012etc. each Pipe shall be BIS marked ( IS-4984-1995 or latest with uptodate ammendments of PE 63 of following nominal & dia of pressure rating complete in respect. |
| 58 | ( PN 4 Grade -63) 160mm dia. |
| 59 | Providing and fixing Alfa valve of reputed and approved make like Kirloskar / Kilburn/ IVC/ leader etc on distribution system of conforming to IS 780-1984 with latest ammendments of appropriate class dia meters and capable to withstand the requisite nominal seat pressure including testing and upto entire satisfaction of the Engineer Incharge . Please Enable Macros to View BoQ information |
