Providing Water Supply Scheme To Palgi Dhallan, Muhan, Garsa, Railla, Rote Bhallan, Dhara, Tarala, Rohana-Donal, Kashadi, Dhari, Phatiana, Kothi-Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir
Tender Value
24.87 Crore
Estimated cost
Bid Submission
10 Aug 2022
0 days left
EMD
24.87 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
banjar → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Water Supply Scheme To Palgi Dhallan, Muhan, Garsa, Railla, Rote Bhallan, Dhara, Tarala, Rohana-Donal, Kashadi, Dhari, Phatiana, Kothi-Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir, Phatti Ratwahetc. In Tehsil Banjar Distt. Kullu ( Hp ) Estimated Cost :- 248733969 / -Earnest Money :- 2487400 / - Cost Of Tender :- 2500 / -
BOQ
| Sl. No. | Item Description |
| 1 | Providing water Supply scheme to Palgi, Dhallan, Muhan, Garsa, Railla-Rote, Bhallan, Dhara, Talara, Ronal-Donal, Kashadhi, Dari, Phallana, Kothi Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir, Ratwah etc in Tehsil Banjar, Distt. Kullu H.P ( SH:-PWSSto VillageKothi Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir, Ratwah Under Banjar Sub Division ) Vol-ISchedule - 1 |
| 2 | Cutting in earth work and disposal of excavated earth up to lead of 20 mtrs. in all kinds of soil in pick work, Jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 3 | Excavationin foundations, trenches etc., in earth work , lift up to 1.50 metres stacking the excavated soil not more then 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required in to plinths , sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 4 | Excavation in foundation, trenches ( for pipes & pits) up to all depths in all classiCSfication of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring/strutting, planking, timbering & dewatering where ever required, stacking the useable & unusable material/soil separately & after laying jointing & testing of pipes, returing the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads and lifts including restoration unmetalled surface to its original condition & including cost of diversion for traffic, night signals boards, fixing caution boards, crossing over trenches for access to houses, fenCSng etc. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 5 | Providing and laying cement concrete 1:3:6 ( 1cement: 3 Sand : 6 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respects with in all leads and lifts as per |
| 6 | Providing and laying cement concrete 1:4:8 ( 1cement: 4 Sand : 8 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 7 | Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 8 | Providing form work with steel plates3.15mm thick welded with Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete &plain concrete work in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 9 | Foundation, footings basis of columns etc. and mass concrete complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 10 | II) Flat surfaces such as soffits of suspended floors , roofs, landings & the like . Floors etc. up to 200 mm in thicknesscomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 11 | Vertical surface such as walls(any thickness) partitions and the like includingattached pillasters, butteresses, plinth and string courses and the like complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 12 | Sides and Soffits of beams, beam haunchings, contiliver girders, bressumers and lintels not exceeding 1 Metre in depth in all heights from floor complete in all respect with in all leads and lifts. |
| 13 | In column pillars , post struts in CSrcularor curved in plain complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 14 | Edge of slab complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 15 | Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for in situ reinforced concrete and plain concrete work in:- |
| 16 | Arches exceeding 6 metres span complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 17 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 18 | Foundations, footings, bases of columns and the like and mass concrete complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 19 | in wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 20 | iii)Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 21 | Columns pillars , Posts etc upto floor teo level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 22 | Beam cantiliver girders and lintels Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 23 | Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg. 20mm nominal size) excluding cost of form work and reinforcement for reinforced concrete work in suspened floors,roofs,landing and shelves and their supports ,balconies, beams,girders,bressumers and cantilever upto floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 24 | Foundations, footings, bases of columns and the like and mass concrete complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 25 | Columns pillars , Posts ,struts , square , rectangular on plygonal in plan complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts |
| 26 | Arches upto floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 27 | Providing in RCC work smooth finishing of the exposed surface with cement mortoe 1:3 ( 1 cement :3 sand)complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 28 | Providing mild steel/tor steel reinforcement including bending, binding and plaCSng in position complete up to floor two level complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 29 | Steel work welded in bulit up sections, trusses and framed work i/c cutting, hoisting, fixing in position and applying priming coat of red lead paint in :- Gratting, framed guard, bars, ladders and similar work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 30 | Brick work using common burnt clay building bricks in foundation and plinth 1st class bricks cement mortar 1:4(1cement:4sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 31 | Brick work using common burnt clay building bricks in foundation and plinth 1st class bricks cement mortar 1:6 (1cement:6 sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 32 | Providing wood work in frames of doors, wndows, clerestory windows and other frames wrouhgt, frramed and fixed in position in 2ndclass Deodarwood within all leads and lifts as per direction & satisfaction of Engineer-in-charge. |
| 33 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished black enammeled iron hinges with necessary screws: 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of Engineer-in-charge. |
| 34 | Half brick work using common burnt clay buildings bricks in superstructure above 1st floor level in cement mortar 1:4(1cement:4sand) 2nd class bricks with in all leads and lifts. |
| 35 | Pointing on brick work with cement mortar 1:3 (1 cement:3 sand) within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 36 | 6mm thick cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 37 | 15 mm thick cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 38 | 20 mm cement plaster in single coat on rough side of brick/stone//concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in all leads and lifts |
| 39 | Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 40 | Providing and fixing wire gauge shutters using galvanised M.S.wire gauge of I.S gauge designation 8 S.G. with wire of dia 0.56mm for doors windows and clerestory windowsincluding bright finished black enamelled iron hinges with necessary screws 30mm thick 2nd class deodar wood with in all leads and lift complete in all respect |
| 41 | Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 42 | Cement concrete flooring 1:2:4(1 cement: 2 sand: 4graded stone agg. 20mm nominal size) laid in one layer finished with a floating of neat cement 40mm thick complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 43 | Providing 40x3mm flat iron hold fast 40cm long i.e fixing to from with 10mm dia bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6 ( 1cement 3 sand 6 graded stone agg. 40mm nominal size)in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 44 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt & other foreign matter with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 45 | Distempering with dry distemper of approved brand and manufacturer (two coats) and of required shade on un-decorated wall surface to give an even shade over and including priming coat of whiting after througly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. in all leads and lifts. |
| 46 | Providing and fixing anodized M.S sliding door bolt anodized transparent or dyed to required colour and shade with bolts and nuts and screw complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 47 | 300x16mm |
| 48 | 250x16 |
| 49 | Providing and fixing MS tower bolts(barrel type)anodized transparent or dyed to required shade and colour with screws etc. in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 50 | 200x10mm. |
| 51 | 150x10 mm |
| 52 | Providing and fixing M.S handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. 125mm |
| 53 | Applying priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt,dust and other foreign matter within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 54 | Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paintto give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than white with in all leads and lifts.. |
| 55 | Supplying and fixing rolling shutters of approved make, made of 80x1.25mm M.S. laths inter-locked together through their entire length and jointed together at the end by endlocks mounted on speCSally designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cove and spring shutter having width below 3.5 meterscomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 56 | Providing Stone solling properly hand packed tightly as hand packed under floor complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 57 | Providing and fixing 10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalent 600x600mmx10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required completein all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 58 | Supplying ,erection and installation of elephant brand 2.0 ton capaCSty electriCSty operated chain electric hoist having 5.0 mtrs lifts chai hoist confirming to IS 6547 class of duty :II with electrically operated travelling trolly head room 300 mm including all fittings girders ISMB etc in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 59 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement: 3sand: 6 graded stone aggregate 20mm nominal size). with in all leads and lifts |
| 60 | Providing corrugated G.I sheet roofing fixed with galvanised iron J.or L. hooks bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins refters and trusses. 0.63 mm thick complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 61 | Providing and fixing to wall ceiling and floor galvanised mild steel tubes ( MG) including fitting and clamps including making good the wall ceiling and floor complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .. |
| 62 | a) 15mm nominal size |
| 63 | Providing and plaCSng(at all heights) polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all fittings andfloat valve excluding the base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license ].complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. 500 Ltrs. capaCSty |
| 64 | Providing and fixing vitreous china wash, down water closet (European type. W.C. pan) with integral \"P\" or \"S\" trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement: 1 sand). Seat and cover to be measured and paid for seperately. Anglo Indian Universal closet complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 65 | Providing and fixing plastic seat and cover for wash down water closet with C.P. brass hinges and rubber buffers: White plastic seat and cover, solid type complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 66 | Providing and fixing P.V.C. low level flushing CSstern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capaCSty - White complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 67 | Providing and fixing PVC / G.I. inlet connection for flush pipe connecting with W.C. pan complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 68 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 69 | Providing and fixing C.P. brass angle valve of standard design and of approved make, 15mm nominal bore in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 70 | Providing and fixing C.P. water jet including connection pipe with check nut complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 71 | Providing and fixing PVCpipes of 10 Kg f/Sq.cm working pressure including fittings as per requirement at site complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .110 mm OD complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 72 | Wiring for light point / fanpoint /exhaust fan /call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as requiredGroup-B complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 73 | Wiring for CSrcuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 74 | 2x1.5 Sq. mm. |
| 75 | 2x4.0 Sq. mm. |
| 76 | Supplyingand fixing following rating Piano -type switch / Socket outlet on the exists switch box/covers including connections etc. as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 77 | S.P 5/6 amps.one way switch,piano type |
| 78 | 5 pin 15/16 amps. Socket outlet on the exists |
| 79 | Supply and fixing 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connection etc. as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 80 | 6 Pin 15/16 amps socket outlet porcelain base / Piano type |
| 81 | Supplying and fixing woodern box of following size (nominal) on surface or recess with suitable size of phenolic laminated sheet cover of in front as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 82 | a) 180mm x100mmx60mm deep |
| 83 | b) 250mmx200mmx60mm deep |
| 84 | Providing and fixingfollowing type of surface mounting decorative mirror optics luminaire with powder coated CRCA sheet steel housing, low glare aluminiummirror reflector, pre-wired with 230 V starter & 36/40 w copper ballast for housing CFL (but excluding the cost of CFL), complete with all accessories, connections, testing and commissioning etc. as required.1 x40 watt-CFL Philips make (Category-A) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 85 | Providing and fixing florescent tube rod 4 feet long in the existing tube fitting as required as per speCSfication on the categoery complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 86 | Supplying and fixing ceiling rose on existing junction box/wooden block including connections etc. as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 87 | Supplying and fixing ceiling rose on the existing junctionbox / wooden block including connections etc. as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 88 | Supplying and fixing of following way, single pole and netural, sheet steel, MCB distribution board, 240 volts on surface/recess, complete with tinned copper busbar, netural link, earthbar, dibnbar, detachable gland plate,blanking plate, cable, identification labelsinterconnections, phosphatized and powder painted, including earthing etc. as required:-Single door 12 waycomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 89 | Supplying and fixing 6 Amps to 32 Amps rating, 240 volts, L series miniature CSrcuit breaker of following poles in the existing MCB Db complete with connection testing and commissioning etc. as required Cat-A (single pole) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 90 | Earthing with G.I earth pipe 4.5 mtr. long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 91 | Extra for using salt and charcoal for pipe earth electrode complete as required complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 92 | Supplying and fixing following rating, double pole, 240volts, isolator in the existing MCB DB complete with connection, testing and commissioning etc. as required 63Amp Cat-A complete in all respects with in all leads and lifts as per direction of E |
| 93 | Supplying and fixing LED bulb of 9 watt including testing and commissioning complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 94 | Providing, installing, testing and commissioning of ceilling fan and regulator i/c wiring the down rod of standard length (upto 30cm with 16/.20 mm twin twisted flexible,cotton braided copper cable including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc as required. Ceiling fan 1200mm sweep Cat.-A complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 95 | Providing and fixing man hole cover made with angle iron 40 x40x 3 mm thick( base frame) & 30x 30x 3 mm thick top frame covered with MS sheet 6 mm thick with locking arrangements to avoid the anti soCSal activities ( lock with a set of 3 keys). ( Weight of man hole cover should not be less than 34 Kg)with in all leads and lifts |
| 96 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge. |
| 97 | Providing G.I Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh).complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 98 | Providing Laying, jointing of GMS tube in trenches offollowing meter including providing and fixingtube fitting such as bends, tees, air valves, unions and collars etc.including carraige of GI pipes as perdirection and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). |
| 99 | 15 mm dia |
| 100 | 20mm dia. |
| 101 | 25mm dia. |
| 102 | 32 mm dia |
| 103 | 40mm dia. |
| 104 | 50mm dia. |
| 105 | 65 mm dia |
| 106 | Providing and fixing 1.80m high barbed wire fenCSng with angle iron posts 2.50m high 40x40x4 2.50mC/C with 9 horizontal rows and 2 diagonal rows of barbed wire embedded om C.C.1:4:8 (1cement:4sand:8graded stone agg. 20mm nominal size) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 107 | Providing and fixing steel gate around Intake and storage tank complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 108 | Providing laying and jointing of G.I pipe for( Scour pipe) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 109 | 32 mm dia |
| 110 | 40 mm dia |
| 111 | 50 mm dia |
| 112 | 80 mm dia |
| 113 | 100 mm dia |
| 114 | Providing and fixingwheel valve of all approved make following dia including all kinds of leads and lifts complete as per speCSficationwith in all leads and lifts |
| 115 | 25mm dia. |
| 116 | 32 mm dia |
| 117 | 40mm dia. |
| 118 | 50mm dia. |
| 119 | 80 mm dia |
| 120 | Providing and fixing SFRC man hole cover with frame having frame size of 500 mm internal dia ( The weight of frame should not be less than 100 kg) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 121 | Providing and plaCSng in horizontal layers filtering media duly graded, screened,cleaned and washed as speCSfiedcomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 122 | Providing and laying no fine concrete with cement concrete 1:4 ( 1 cement :4 graded stone aggrigate 20 mm Nominal size ) and curing complete excluding cost of form work in wall etc complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 123 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-effiCSent 2.00 to 3.00). |
| 124 | Second layer, Coarse sand, 3mm - 6mm |
| 125 | Third layer : Bajri 6mm to 20 mm. |
| 126 | Fourth layer : Bajri 20mm to 25 mm |
| 127 | Bottom layer : Broken stone 50mm to 75 mm. |
| 128 | Providing & plaCSng Precast Concrete Block in CC 1:2:4 of size 0.30 x 0.40 x 0.05( I cement :2 sand ;4 graded stone aggrigate 20 mm nominal size)over X Draincomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 129 | Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D speCSfication including all leads and lifts |
| 130 | Providing and fixing C.S sluice valve ( with hand wheel ) of leader / KSB, kilburn, kirloskar /Gled & all approved make as per IS:780 Class-I upto 100 mm dia ( including brass spindaland as per IS; 2906 class- for diameters more than 80 mm complete including all alided accessories. with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 131 | 100 mm dia |
| 132 | Providing and fixinghouse connection with G.I pipe , G.I fitting complete i.e 15 mm dia farule 1 No. ,Union 1no., Tee 1no., Elbow 2nos., socket 1no., Nipple 1no., & tap 1no. ISI marked / all of approved make in house connection with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge required at site |
| 133 | Random rubble masonry / Polygonal rubble masonry (coursed or brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 in cement mortar 1:6 (1 cement : 6 sand)in all leads and lifts in foundation and plinth complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 134 | Providing , laying, jointing ( by way of CSrcumfrential butt welded joints by electrical arc welding) and testing of MSREW pipe of following dia meters confirming to ISO:3183-2007, (latest with upto date amendments) having wall thickness as speCSfied below with bevelled ends and capable of withstanding required test pressure in random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends, reducers, tees etc.as per site requirement made from parent tube. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respect to the satisfation of the engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 135 | RD 0 to 900, 100mm dia MSERW pipe wall thickness 6.40 mm , L-390 ( ST-1 PH-1 ) |
| 136 | RD 0 to 1000, 80mm dia MSERW pipe wall thickness 5.60 mm, L-390 ( ST-1 PH-2 ) |
| 137 | RD 0 to 800, 80mm dia MSERW pipe wall thickness 4.80 mm , L-390( ST-2 PH-3 ) |
| 138 | RD 0 to 900, 80mm dia MSERW pipe wall thickness 4.80 mm , L-390 ( ST-2 PH-3 ) |
| 139 | Providing , laying, fixing,jointing and testing in trenches MEERW pipe of following dia meters confirming to ISO 3183-2007,having wall thickness as speCSfied below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including speCSals, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 140 | RD 0 to 900 , 100 mm dia MSERW L-390W.T 6.40 mm,F.T 38( ST-1 PH-1) |
| 141 | RD 0 to 1000 , 80 mm dia MSERW L-390W.T 5.60 mm,F.T 38( ST-1 PH-2) |
| 142 | RD 0 to 800 , 80 mm dia MSERW L-390W.T 4.8 mm,F.T 38( ST-2 PH-3) |
| 143 | RD 0 to 900 , 80 mm dia MSERW L-390W.T 4.8 mm,F.T 38( ST-2 PH-3) |
| 144 | Providing laying, jointing and testing in trenches Galvanised mild steeltubes( by way of CSrcumfrential butt welded jointsby electrical arc welding including cutting of threaded portion ) of following dia meters confirming to BIS 1239-2001 (GI Pipes)(latest with upto date amendments) having wall thickness as per code with bevelled/ plain endsin random length of 4 to 7 meters, including speCSals, short pieces, bends, reducers, tees etc. made from parent tube,The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and speCSals made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 145 | RD 0 to 150125 mm dia G.I (M) W.T4.80 ( Butt welding joints 95 % ) Submersible stage |
| 146 | RD 900 to 1640 , 100 mm dia G.I (M) W.T4.50 ( Butt welding joints 95 % ) ST-1 PH-1 |
| 147 | RD 1000 to 1970 , 80 mm dia G.I (M) W.T4.00 ( Butt welding joints 95 % ) ST-1 PH-2 |
| 148 | RD 800 to 1450 , 80 mm dia G.I (M) W.T4.00 ( Butt welding joints 95 % ) ST-2 PH-3 |
| 149 | RD 900 to 1600 , 80 mm dia G.I (M) W.T4.00 ( Butt welding joints 95 % ) ST-2 PH-4 |
| 150 | Providing laying, jointing and testing in trenches to be levelledto grades, GI flanged pipes of following diameter confirming to IS:1239-1990( Part-II) having minimum wall thickness as per IS codeand class of pipes speCSfied below, provided and jointed with flanges conforming to tables as speCSfied below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed speCSfications and provided with nut & bolts of required sizes, 3mm thick compressed asbestos fiber jointing gasket / synthetic rubber gasket confirming to relevant BIS codes including all kinds of flanged short pieces, bends, tees & other speCSals etc made from parent tubes & welded with flanges of tables as applicable for the particular reach as per site conditions including flushing, cleaning & hydraulic testing as per directions of Engineer-in-charge. |
| 151 | RD 0 to 150, 125 mm dia G.I pipeW.T 4.80 mm F.T-5( Flanged 5 % ) Submersible stage |
| 152 | RD 900 to 1640, 100 mm dia G.I (M)W.T 4.40 mm F.T-28 from ( Flanged 5 % ) Stage 1st PH-I |
| 153 | RD 1000 to 1600,80 mm dia G.I (M) W.T 4.00 mm F.T-28 from ( Flanged 5 % ) ST-I PH-2 |
| 154 | RD 1600 to 1970,80 mm dia G.I (M) W.T 4.00 mm F.T-17 from ( Flanged 5 % ) ST-I PH-2 |
| 155 | RD 800 to 1450,80 mm dia G.I (M) W.T 4.00 mm F.T-28 from ( Flanged 5 % ) ST-I PH-3 |
| 156 | RD 900 to 1600,80 mm dia G.I (M) W.T 4.00 mm F.T-28 from ( Flanged 5 % ) ST-2 PH-4 |
| 157 | Supplying and fixing at site of submersible pumping set of (KSB /Kalama/Kirloskar/Johnston/Cromption/BS)make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted withbronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) andtotallywater proof for submersible duty, isolatedfrom the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads withminimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor includingwater level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- |
| 158 | Submersible stage |
| 159 | a) Discharge =13.06 Lps |
| 160 | b) Total Head = 28.14 mtr |
| 161 | c) Minimum pumping hours = 6 hrs |
| 162 | d) Min. effeCSency. = 60% |
| 163 | Supply ofKirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader & all approved makeCast Iron double flanged sluice valve 80 mm dia class PN 1confirming to BIS-780-1984 (to be provided on R/main side)capable of with standing nominal seat test pressure of 10.20 kg/cm².complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 164 | Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader & all approved make make Cast Iron double flanged swing check type reflux valve 80 dia class PN 1 vconfirming to BS 5312-1984 having bye pass arrangement (to be provided on R/mainside)and shall be suitable for withstanding nominal seat pressure of 10.0kg/cm². complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 165 | Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster & all approved make make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(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 caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 166 | On supply side of 2½ core coper cable 2½mm^2 ( From HPSEB Meter to Switch &Starter). |
| 167 | On motor side 3 core flat joint less copper cable of size 2.5 mm^2 ( From Switch & Starter to Motor) pump installed in the bore. |
| 168 | Supply& errection of floor power shunt capaCStor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capaCStor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 169 | Supply of standarad make 80 mm dia CSrcular/square dial pressure gauge of suitable range Fiebeg/Bourden/ PreCSsion make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 170 | P/Laying Column assembly of G.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. Column assembly =80 mm dia G.I.flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge |
| 171 | Errection of all equipments i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. |
| 172 | Providing and fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 173 | Pump house at 1st Stage |
| 174 | a) Discharge =6.50Lps |
| 175 | b) Total Head = 662.15 mtr |
| 176 | c) Minimum pumping hours = 8 hrs |
| 177 | d) Min. effeCSency. = 60% |
| 178 | e) Dia of R/Main -100 mm dia |
| 179 | Length of R/ Main -1640 Rmt. |
| 180 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 181 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 182 | OCB/MCCB of MEI/Havels/ standard make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 183 | Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 184 | Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments |
| 185 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 186 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 187 | Digital100mm square VAF meter of AE/IMP/Havells make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 188 | CapaCStor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 189 | Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 190 | ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 191 | Providing double flanged CS sluice valve ASA-600 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / all approved make and equal to dia of Rising main i.e 100 mm diaand cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 192 | Providng double flanged cast steelsluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses / all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 193 | Providing double flanged cast steel reflux valves, ASA-600 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses /all approvedmake andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 194 | Providing double flanged cast steel reflux valvesclass ASA-600 of Leader /BHEL /KILROSKER /KILBURN /GLED/FOURSESand all approved make and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 195 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 196 | Installation and errection of pump as perallitems apparing at serial No. 104 to 109 systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 197 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under : |
| 198 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 199 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 200 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 201 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 202 | (a) Motor side (From switch to starter and starter to motor) |
| 203 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 204 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 205 | Providing and fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 206 | Pump house at 1st Stage |
| 207 | a) Discharge = 5.53Lps |
| 208 | b) Total Head = 709.24 mtr |
| 209 | c) Minimum pumping hours = 8 hrs |
| 210 | d) Min. effeCSency. = 60% |
| 211 | Dia of R/ Main = 80 mm |
| 212 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells and all approvedmake and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 213 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 214 | OCB/MCCB of MEI/Havels/ standard and all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 215 | Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) and all approved makeas per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 216 | Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments |
| 217 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells and all approvedmake and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 218 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 219 | Digital100mm square VAF meter of AE/IMP/Havells and all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 220 | CapaCStor of Mechneil/ BHEL/GECand all approved make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 221 | Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens and all approved make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 222 | ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 223 | Providing double flanged CS sluice valve ASA-600 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / and all approved makeequal to dia of rising mainand cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 224 | Providng double flanged cast steelsluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 225 | Providing double flanged cast steel reflux valves, ASA-600 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Foursesand all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 226 | Providing double flanged cast steel reflux valvesclass ASA-600 of Leader /BHEL /KILROSKER / KILBURN /GLED/FOURSES and all approvedmake and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 227 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion & all approved make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 228 | Installation and errection of pump as perallitems apparing at serial No.116 to 121systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 229 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under : |
| 230 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 231 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 232 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 233 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY and all approved make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 234 | (a) Motor side (From switch to starter and starter to motor) |
| 235 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 236 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 237 | Providing and fixing horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 238 | Pump house at 2nd Stage |
| 239 | a) Discharge = 4.38 Lps |
| 240 | b) Total Head = 683.63 mtr |
| 241 | c) Minimum pumping hours = 8 hrs |
| 242 | d) Min. effeCSency. = 60% |
| 243 | Dia of R/ Main = 80 mm |
| 244 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells and all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 245 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 246 | OCB/MCCB of MEI/Havels/ standard and all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 247 | Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) and all approved make as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 248 | Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments |
| 249 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells and all approved makeand of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 250 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 251 | Digital100mm square VAF meter of AE/IMP/Havells and all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 252 | CapaCStor of Mechneil/ BHEL/GEC and all approved make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 253 | Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens and all approved make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 254 | ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 255 | Providing double flanged CS sluice valve ASA-600 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / and all approved make equal to dia of rising mainand cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 256 | Providng double flanged cast steelsluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approvedmake and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 257 | Providing double flanged cast steel reflux valves, ASA-600 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses & all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 258 | Providing double flanged cast steel reflux valvesclass ASA-600 of Leader /BHEL /KILROSKER /Kartar/ KILBURN /GLED/FOURSES & all approved make and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 259 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 260 | Installation and errection of pump as perallitems apparing at serial No. 128 to 133systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 261 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under : |
| 262 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 263 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 264 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 265 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY & all approved make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 266 | (a) Motor side (From switch to starter and starter to motor) |
| 267 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 268 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 269 | Providing and fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 270 | Pump house at 2nd Stage |
| 271 | a) Discharge = 4.38 Lps |
| 272 | b) Total Head = 687.77 mtr |
| 273 | c) Minimum pumping hours = 8 hrs |
| 274 | d) Min. effeCSency. = 60% |
| 275 | e) Dia of R/Main -80 mm dia |
| 276 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 277 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 278 | OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 279 | Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 280 | Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments |
| 281 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 282 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 283 | Digital100mm square VAF meter of AE / IMP / Havells & all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 284 | CapaCStor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 285 | Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 286 | ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 287 | Providing double flanged CS sluice valve ASA-600 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses /& all approved make and one dia higher than the suction size of pumpand cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 288 | Providng double flanged cast steelsluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approvedmake and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 289 | Providing double flanged cast steel reflux valves, ASA-600 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses& all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 290 | Providing double flanged cast steel reflux valvesclass ASA-600 of Leader /BHEL /KILROSKER / KILBURN /GLED/FOURSES & all approved make and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 291 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 292 | Installation and errection of pump as perallitems apparing at serial No.140 to 145systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 293 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under : |
| 294 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 295 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 296 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 297 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY & all approved make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 298 | (a) Motor side (From switch to starter and starter to motor) |
| 299 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 300 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 301 | Supply , delivery erection and commissioning of vaccum operated , pressure feed chlorination system capable to treat 0.33 MLD water ( 16 hours pumping ) i/c control panel chlorinator , interconnecting pipe line field test kit , Monoblock pump , chlorine leak detector , on-line xhlorine analyser , gas cylinder 100 kg 5 Nos. gas tonner etc complete at WTP site , provision for online quality monitoring at storage reservoirs shall be provided . plant room for installation of above equipement shall also be constructed at the site complete in all respect . the rates quoted by the contractor shall be for the complete work . All anCSlliary works and accessories required to make the system fully functional shall be included in the cost of work . noting extera shall be paid on this account. |
| 302 | Providing water Supply scheme to Palgi, Dhallan, Muhan, Garsa, Railla-Rote, Bhallan, Dhara, Talara, Ronal-Donal, Kashadhi, Dari, Phallana, Kothi Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir, Ratwah etc in Tehsil Banjar, Distt. Kullu H.P ( SH:- PWSS to Village Palgi, Dhallan, Muhan, Garsa,Under Jal Shakti Sub DivisionBajaura)Vol-II Schedule-II |
| 303 | Excavationin foundations, trenches etc., in earth work , lift up to 1.50 metres stacking the excavated soil not more then 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required in to plinths , sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 304 | Excavation in foundation, trenches ( for pipes & pits) up to all depths in all classiCSfication of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring/strutting, planking, timbering & dewatering where ever required, stacking the useable & unusable material/soil separately & after laying jointing & testing of pipes, returing the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads and lifts including restoration unmetalled surface to its original condition & including cost of diversion for traffic, night signals boards, fixing caution boards, crossing over trenches for access to houses, fenCSng etc. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 305 | Providing and laying cement concrete 1:3:6 ( 1cement: 3 Sand : 6 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 306 | Providing and laying cement concrete 1:4:8 ( 1cement: 4 Sand : 8 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 307 | Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 308 | Providing form work with steel plates3.15mm thick welded with Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete &plain concrete work in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 309 | Foundation, footings basis of columns etc. and mass concrete complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 310 | Flat surfaces such as soffits of suspended floors , roofs, landings & the like . Floors etc. up to 200 mm in thickness complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 311 | Vertical surface such as walls(any thickness) partitions and the like includingattached pillasters, butteresses, plinth and string courses and the like complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 312 | Sides and Soffits of beams, beam haunchings, contiliver girders, bressumers and lintels not exceeding 1 Metre in depth in all heights from floor complete in all respect with in all leads and lifts. |
| 313 | in column pillars , post struts in CSrcularor curved in plain complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 314 | Edge of slab complete in all respect with in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 315 | Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for in situ reinforced concrete and plain concrete work in:- |
| 316 | Arches exceeding 6 metres span. in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 317 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 318 | Foundations, footings, bases of columns and the like and mass concrete in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 319 | in wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 320 | iii)Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 321 | Columns pillars , Posts etc upto floor teo level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 322 | Beam cantiliver girders and lintels Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 323 | Arches upto floor two level in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 324 | Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg. 20mm nominal size) excluding cost of form work and reinforcement for reinforced concrete work in suspened floors,roofs,landing and shelves and their supports ,balconies, beams,girders,bressumers and cantilever upto floor two level . |
| 325 | Foundations, footings, bases of columns and the like and mass concrete in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 326 | Columns pillars , Posts ,struts , square , rectangular on plygonal in plan complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 327 | Providing in RCC work smooth finishing of the exposed surface with cement mortoe 1:3 ( 1 cement :3 sand)in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 328 | Providing mild steel/tor steel reinforcement including bending, binding and plaCSng in position complete up to floor two level in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 329 | Steel work welded in bulit up sections, trusses and framed work i/c cutting, hoisting, fixing in position and applying priming coat of red lead paint in :- Gratting, framed guard, bars, ladders and similar work in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 330 | Brick work using common burnt clay building bricks in foundation and plinth 1st class bricks cement mortar 1:4(1cement:4sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 331 | Brick work using common burnt clay building bricks in foundation and plinth 1st class bricks cement mortar 1:6 (1cement:6 sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 332 | Providing and fixingangle iron door, window,clerestory window frame manufactured from steel iron sectionof 40x40x6mm, thickness including hinges jamb, lock jamb,beed and if rerquired anglethreshold of mild steel angle 50x25mm welded or rigidly fixed by mechanical means, lugswith split end tails to each jamb including butt hinges 2.50mmthick with provision for locking arrangement and shock as speCSfied and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-charge. |
| 333 | Providing wood work in frames of doors, wndows, clerestory windows and other frames wrouhgt, frramed and fixed in position in 2ndclass Deodarwood within all leads and lifts as per direction & satisfaction of Engineer-in-charge. |
| 334 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished black enammeled iron hinges with necessary screws: 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of Engineer-in-charge. |
| 335 | Half brick work using common burnt clay buildings bricks in superstructure above 1st floor level in cement mortar 1:4(1cement:4sand) 2nd class bricks with in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 336 | Pointing on brick work with cement mortar 1:3 (1 cement:3 sand) within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 337 | 6mm thick cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 338 | 15 mm thick cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 339 | 20 mm cement plaster in single coat on rough side of brick/stone//concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 340 | Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 341 | Providing and fixing wire gauge shutters using galvanised M.S.wire gauge of I.S gauge designation 8 S.G. with wire of dia 0.56mm for doors windows and clerestory windowsincluding bright finished black enamelled iron hinges with necessary screws 30mm thick 2nd class deodar wood with in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 342 | Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of speCSfied sizes laid in floors treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles(wherever required) incliding rubbing and polishing complete with tileswith in all leads and lifts.. |
| 343 | Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 344 | Cement concrete flooring 1:2:4(1 cement: 2 sand: 4graded stone agg. 20mm nominal size) laid in one layer finished with a floating of neat cement 40mm thick in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 345 | Providing 40x3mm flat iron hold fast 40cm long i.e fixing to from with 10mm dia bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6 ( 1cement 3 sand 6 graded stone agg. 40mm nominal size)in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 346 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt & other foreign matter with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 347 | Distempering with Oil bound distemper of approved brand and manufacturer (two coats) and of required shade on un-decorated wall surface to give an even shade over and including priming coat of whiting after througly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. in all leads and lifts. |
| 348 | Distempering with dry distemper of approved brand and manufacturer (two coats) and of required shade on un-decorated wall surface to give an even shade over and including priming coat of whiting after througly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. in all leads and lifts. |
| 349 | Finshing wall with with water proffing cement paintof approved brand and manufacture (two coats) brushing to give an even shade i/c cleaning of oil, dirt, dust and other foreign matters, sand papering and knotting etc. in all leads and lifts complete in all respect |
| 350 | Providing and fixing anodized M.S sliding door bolt anodized transparent or dyed to required colour and shade with bolts and nuts and screw in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 351 | 300x16mm |
| 352 | 250x16 |
| 353 | Providing and fixing MS tower bolts(barrel type)anodized transparent or dyed to required shade and colour with screws etc. in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 354 | 200x10mm. |
| 355 | 150x10 mm |
| 356 | Providing and fixing M.S handles anodized transparent or dyed to required colour or shade with necessary screws etc. in complete in all respects with in all leads and lifts as per direction of Engineer in charge. 125mm |
| 357 | Applying priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt,dust and other foreign matter within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 358 | Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paintto give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than white with in all leads and lifts.. |
| 359 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement: 3sand: 6 graded stone aggregate 20mm nominal size). with in all leads and lifts |
| 360 | Providing and fixing to wall ceiling and floor galvanised mild steel tubes ( MG) including fitting and clamps including making good the wall ceiling and floor complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .. |
| 361 | a) 15mm nominal size |
| 362 | Providing and plaCSng(at all heights) polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all fittings andfloat valve excluding the base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license ]. 1000 Ltrs. capaCSty |
| 363 | Providing and fixing vitreous china wash, down water closet (European type. W.C. pan) with integral \"P\" or \"S\" trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement: 1 sand). Seat and cover to be measured and paid for seperately. Anglo Indian Universal closet.in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 364 | Providing and fixing plastic seat and cover for wash down water closet with C.P. brass hinges and rubber buffers: White plastic seat and cover, solid type in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 365 | Providing and fixing P.V.C. low level flushing CSstern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capaCSty - White |
| 366 | Providing and fixing PVC / G.I. inlet connection for flush pipe connecting with W.C. pan in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 367 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 368 | Providing and fixing C.P. brass angle valve of standard design and of approved make, 15mm nominal bore in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 369 | Providing and fixing C.P. water jet including connection pipe with check nut in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 370 | Providing and fixing PVCpipes of 10 Kg f/Sq.cm working pressure including fittings as per requirement at site complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .110 mm OD |
| 371 | Wiring for light point / fanpoint /exhaust fan /call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as requiredGroup-C in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 372 | Wiring for CSrcuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 373 | 2x1.5 Sq. mm. |
| 374 | 2x4.0 Sq. mm. |
| 375 | Supply and fixing 3 pin 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 376 | Supply and fixing 2 pin 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connection etc. as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 377 | Supplying and fixing 3 pin 15/16 amps. Socket outlet on the exists switch box/covers including connection etc. as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 378 | Supply and fixing 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connection etc. as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 379 | Supplying and fixing woodern box of following size (nominal) on surface or recess with suitable size of phenolic laminated sheet cover of in front as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 380 | a) 229mm x102mmx60mm deep |
| 381 | b) 203mmx152mmx60mm deep |
| 382 | Supplying and fixing ceiling rose on existing junction box/wooden block including connections etc. as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 383 | Supplying and fixing plain pandent with 16/20mm twin twisted, flexible PVC insulated copper cable and backlite pendant holder including connection etc as required in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 384 | Supplying and fixing 5 Amps to 32 Amps rating, 240 volts, L series miniature CSrcuit breaker of following poles in the existing MCB Db complete with connection testing and commissioning etc. as required Cat-A (single pole) in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 385 | Supplying and fixing of following way, single pole and netural, sheet steel, MCB distribution board, 240 volts on surface/recess, complete with tinned copper busbar, netural link, earthbar, dibnbar, detachable gland plates, inter connections, i/c painting, earthing etc. as required busbar 8 way in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 386 | Supplying and fixing following rating, double pole, 240volts, isolator in the existing MCB DB complete with connection, testing and commissioning etc. as required 63Amp Cat-Acomplete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 387 | Providing, installing, testing and commissioning of ceilling fan and regulator i/c wiring the down rod of standard length (upto 30cm with 16/.20 mm twin twisted flexible,cotton braided copper cable including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc as required. Ceiling fan 1400mm sweep Cat.-A complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 388 | Providing and fixing ultra slimdecorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28watt FTL (T5), complete with all accessories (including one no. T-5 tube), connections, testing and commissioning etc. as required. 1x28 watt-FTL (T5) Category-A complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 389 | Providing and fixingfollowing type of surface mounting decorative mirror optics luminaire with powder coated CRCA sheet steel housing, low glare aluminiummirror reflector, pre-wired with 110 V starter & 36/40 w copper ballast for housing CFL (but excluding the cost of CFL), complete with all accessories, connections, testing and commissioning etc. as required.3 x36 watt-CFL Philips make (Category-A) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 390 | Providing and fixing two core service wire 6sqmm thick in all leads and lifts |
| 391 | Providing ,Laying, jointing of GMS tube in trenches offollowing meter including providing and fixingtube fitting such as bends, tees, air valves, unions and collars etc.including carraige of GI pipes as perdirection and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). |
| 392 | 20mm dia. |
| 393 | 25mm dia. |
| 394 | 32 mm dia |
| 395 | 40mm dia. |
| 396 | 50mm dia. |
| 397 | 40 mm dia ( Medium Grade) |
| 398 | 50 mm dia ( Medium Grade) |
| 399 | 50 mm dia ( Heavy Grade) |
| 400 | Providing , laying and jointing of G.I pipe for( Scour pipe) with complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 401 | 50 mm dia |
| 402 | 100 mm dia |
| 403 | Providing and fixing Gun metal wheel valve of all approved make as per speCSfication 50 mm dia complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 404 | Providing and fixingwheel valve of all approved make of following dia including all kinds of leads and lifts complete as per speCSficationwith in all leads and lifts |
| 405 | 20mm dia. |
| 406 | 25mm dia. |
| 407 | 32 mm dia |
| 408 | 40mm dia. |
| 409 | 50mm dia. |
| 410 | Providing and fixing SFRC man hole cover with frame having frame size of 500 mm internal dia ( The weight of frame should not be less than 100 kg)complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 411 | Providing and plaCSng in horizontal layers filtering media duly graded, screened,cleaned and washed as speCSfiedcomplete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 412 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-effiCSent 2.00 to 3.00). |
| 413 | Second layer, Coarse sand, 3mm - 6mm |
| 414 | Third layer : Bajri 6mm to 20 mm. |
| 415 | Fourth layer : Bajri 20mm to 25 mm |
| 416 | Bottom layer : Broken stone 50mm to 75 mm. |
| 417 | Providing & plaCSng Precast Concrete Block in CC 1:2:4 of size 0.30 x 0.40 x 0.05( I cement :2 sand ;4 graded stone aggrigate 20 mm nominal size)over X Drain complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 418 | Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D speCSfication including all leads and lifts |
| 419 | Providing and fixing C.S sluice valve ( with hand wheel ) kilburn , L&T , Standerd / Havels & all approved make as per IS:780 Class-I upto 100 mm dia ( including brass spindaland as per IS; 2906 class- for diameters more than 100 mm complete including all alided accessories. with in all leads and lifts |
| 420 | Providing and fixing 1.80 mtrs heigh fenCSng with 2.50 mtrs. M.S. angle iron of size 40x40x6mm minimum 2.50 mtrs. C/C with nine horizontal lines and two diagonal of galvanised steel barbed wire (IS-278-1962 type-1) weight of 9.38 Kg./100 mtrs.(minimum) storical and fixed to post complete cost of posts structs and straining bolts shal be paid for separately horizontal and diagonal wire complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 421 | Providing &Fixing of fenCSng panels of Size 2.40 mtr x 1.20 mtr devided in Two Panels of 1.20 m X 1.20 M by fixing T iron at centre fitted with wire mesh 25 m.m x25mm welded to MS angle frame all around with MS flat cover and seven Nos. hold fasts including cutting welding painting with red oxide paint complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 422 | Providing and fixinghouse connection with G.I pipe , G.I fitting complete i.e 15 mm dia farule 1 No. ,Union 1no., Tee 1no., Elbow 2nos., socket 1no., Nipple 1no., & tap 1no. ISI marked of approved make in house connection with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge required at site |
| 423 | Providing and fixing PVC pipe 100 mm dia ( outer) for weep hole in R/ Wall , PCC wall i/c with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge required at site |
| 424 | Random rubble masonry / Polygonal rubble masonry (coursed or brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 in cement mortar 1:6 (1 cement : 6 sand)in all leads and lifts in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 425 | Square rubble masonry / Polygonal rubble masonrywith hard stone of approved quality in foundation and plinthin cement mortar 1:6 (1 cement : 6 sand)in all leads and lifts in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 426 | Providing , laying, jointing ( by way of CSrcumfrential butt welded joints by electrical arc welding) and testing of MSREW pipe of following dia meters confirming to ISO:3183-2007, (latest with upto date amendments) having wall thickness as speCSfied below with bevelled ends and capable of withstanding required test pressure in random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends, reducers, tees etc.as per site requirement made from parent tube. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respect to the satisfation of the engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 427 | RD 0/0 to 2760 , 100mm dia MSERW pipe wall thickness 4.80mm (Stage 1st ) |
| 428 | RD 0/0 to 375 , 100mm dia MSERW pipe wall thickness 4.80mm (Stage 2ndMuhan Side ) |
| 429 | RD 375 to 1170 , 100mm dia MSERW pipe wall thickness 4.40mm (Stage 2nd ) |
| 430 | RD 0/0 to 890 , 80 mm dia MSERW pipe wall thickness 5.50 mm (Stage 2ndPalgi Side ) |
| 431 | RD 890 to 1510, 80 mm dia MSERW pipe wall thickness 4.40 mm (Stage 2nd ) |
| 432 | Providing , laying, fixing,jointing and testing in trenches MEERW pipe of following dia meters confirming to ISO 3183-2007,having wall thickness as speCSfied below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including speCSals, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 433 | RD 0/0 to 300 , 100mm dia MSERW pipe wall thickness 4.80 mm,F.T 34 (Stage 1st ) |
| 434 | RD 300 to 2760 , 100mm dia MSERW pipe wall thickness 4.80 mm,F.T28 (Stage 1st ) |
| 435 | RD 0 to 375 , 100mm dia MSERW pipe wall thickness 4.80 mm,F.T 34 (Stage 2nd) |
| 436 | RD 375 to 1170 , 100mm dia MSERW pipe wall thickness 4.40 mm,F.T 28 (Stage 2nd) |
| 437 | RD 0 to 890 , 80 mm dia MSERW pipe wall thickness 5.50 mm,F.T 38 (Stage 2nd) |
| 438 | RD 890 to 1510 , 100mm dia MSERW pipe wall thickness 4.40 mm,F.T 17 (Stage 2nd) |
| 439 | Providing ,laying, jointing and testing in trenches Galvanised mild steeltubes( by way of CSrcumfrential butt welded jointsby electrical arc welding including cutting of threaded portion ) of following dia meters confirming to BIS 1239-2001 (GI Pipes)(latest with upto date amendments) having wall thickness as per code with bevelled/ plain endsin random length of 4 to 7 meters, including speCSals, short pieces, bends, reducers, tees etc. made from parent tube,The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and speCSals made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 440 | RD 2760 to 3475, 100 mm dia G.I pipe Wall thickness 4.50(M) ( Butt welding joints 95 % ) 1st stage |
| 441 | RD 1170 to 2000 , 100 mm dia G.I pipe Wall thickness 4.50 (M) ( Butt welding joints 95 % ) 2nd Stage |
| 442 | RD 1510 to 1700 , 80 mm dia G.I pipe Wall thickness 4.00(M)( Butt welding joints 95 % ) 2nd Stage |
| 443 | Providing , laying, jointing and testing in trenches to be levelledto grades, GI flanged pipes of following diameter confirming to IS:1239-1990( Part-II) having minimum wall thickness as per IS codeand class of pipes speCSfied below, provided and jointed with flanges conforming to tables as speCSfied below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed speCSfications and provided with nut & bolts of required sizes, 3mm thick compressed asbestos fiber jointing gasket / synthetic rubber gasket confirming to relevant BIS codes including all kinds of flanged short pieces, bends, tees & other speCSals etc made from parent tubes & welded with flanges of tables as applicable for the particular reach as per site conditions including flushing, cleaning & hydraulic testing as per directions of Engineer-in-charge. |
| 444 | RD 0 to 25 , 100 mm dia G.I pipe W.T 4.50 mm F.T-5( Flanged 5 % ) Submersible stage |
| 445 | RD 2760 to 4050 , 100 mm dia G.I pipe W.T 4.50 mm F.T-17 from ( Flanged 5 % ) Stage 1st |
| 446 | RD 1170 to 1630 , 100 mm dia G.I pipe W.T 4.50 mm F.T-17 from ( Flanged 5 % ) 2nd Stage |
| 447 | RD 1630 to 2000 , 100 mm dia G.I pipe W.T 4.50 mm F.T-5 from ( Flanged 5 % ) 2nd Stage |
| 448 | RD 1510 to 1700, 80 mm dia G.I pipe W.T 4.00 mm F.T-17 from ( Flanged 5 % ) 2nd Stage |
| 449 | Supplying & fixingof submersible pumping set at siteof (KSB /Kalama/Kirloskar/Johnston/Cromption/BS)make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted withbronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) andtotallywater proof for submersible duty, isolatedfrom the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads withminimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor includingwater level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- |
| 450 | a) Discharge =6.03 Lps |
| 451 | b) Total Head = 13.69 mtr |
| 452 | c) LWL in sump well = 1146.00 mtr |
| 453 | d) Shaft level =1145.00 mtr |
| 454 | e) Lvl at discharge point = 1156.00 mtr |
| 455 | f) Length of R/main = 25 Rmt. |
| 456 | g) Dia of Rising main - 100 mm |
| 457 | Supply ofKirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader / all approved make Cast Iron double flanged sluice valve 100 mm dia class PN 1confirming to BIS-780-1984(to be provided on R/main side)capable of with standing nominal seat test pressure of 10.20 kg/cm².complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 458 | Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leaderand all approved make Cast Iron double flanged swing check type reflux valve 100 dia class PN 1 vconfirming to BS 5312-1984 having bye pass arrangement (to be provided on R/mainside)and shall be suitable for withstanding nominal seat pressure of 10.0kg/cm². complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 459 | Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(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 caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 460 | On supply side of 2½ core coper cable 2½mm^2 ( From HPSEB Meter to Switch &Starter). |
| 461 | On motor side 3 core flat joint less copper cable of size 2.5 mm^2 ( From Switch & Starter to Motor) pump installed in the bore. |
| 462 | Supply& errection of floor power shunt capaCStor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capaCStor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 463 | Supply of standarad make 80 mm dia CSrcular/square dial pressure gauge of suitable range Fiebeg/Bourden/ PreCSsion make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 464 | P/Laying Column assembly of G.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. Column assembly =80 mm dia G.I.flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge |
| 465 | Errection of all equipments i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. |
| 466 | Stage-I Providing and fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 467 | a) Discharge = 6.03 LPS |
| 468 | b) Total Head = 414.02 mtr |
| 469 | c) LWL in sump well = 1155.00 mtr |
| 470 | d) Shaft level = 1154 |
| 471 | e) Lvl at discharge point = 1514 mtr |
| 472 | f) Length of R/main = 4050 Rmt. |
| 473 | Dia of R/Main - 100 mm |
| 474 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 475 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 476 | OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 477 | Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved make as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 478 | Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments |
| 479 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 480 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 481 | Digital100mm square VAF meter of AE/IMP/Havells & all approved makeof suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 482 | CapaCStor of Mechneil/ BHEL/GEC& all approved make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 483 | Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens & all approved make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 484 | ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 485 | Providing double flanged CS sluice valve ASA-300 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / & all approved make and equal to dia of rising main and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 486 | Providng double flanged cast steelsluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses& all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 487 | Providing double flanged cast steel reflux valves, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses& all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 488 | Providing double flanged cast steel reflux valvesclass ASA-300 of Leader /BHEL /KILROSKER / KILBURN /GLED/FOURSES & all approvedmake and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 489 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 490 | Installation and errection of pump as perallitems apparing at serial No.94 to 100systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 491 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under : |
| 492 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 493 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 494 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 495 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 496 | (a) Motor side (From switch to starter and starter to motor) |
| 497 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 498 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 499 | Stage-II(i) Providing and fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 500 | a) Discharge = 5.49 LPS |
| 501 | b) Total Head = 458.45 Mtr. |
| 502 | c) LWL in sump well= 1511.00 mtr. |
| 503 | d) Shaft level = 1510.00 mtr |
| 504 | e) Lvl at discharge point = 1944.00 Mtr |
| 505 | f) Length of R/main = 2000.00 mtr |
| 506 | e) Dia of R/Main = 100 mm |
| 507 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 508 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 509 | OCB/MCCB of MEI/Havels/ standard make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 510 | Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 511 | Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 512 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 513 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 514 | Digital100mm square VAF meter of AE/IMP/Havells & all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 515 | CapaCStor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 516 | Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens & all approved make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 517 | ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 518 | Providing double flanged CS sluice valve ASA 300 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / & all approvedmake and equal to dia of Rising mainand cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 519 | Providng double flanged cast steelsluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses& all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 520 | Providing double flanged cast steel reflux valves, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Foursesmake andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 521 | Providing double flanged cast steel reflux valvesclass ASA-300 of Leader/ BHEL/ KILROSKER /Kartar/ KILBURN/ GLED/FOURSES & all approvedmake and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 522 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion & all approved make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments. |
| 523 | Installation and errection of pump as perallitems apparing at serial No.106 to 112systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 524 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under: |
| 525 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 526 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 527 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 528 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 529 | (a) Motor side (From switch to starter and starter to motor) |
| 530 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 531 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 532 | Stage-II(ii) Providing and fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 533 | a) Discharge = 4.59 LPS |
| 534 | b) Total Head = 684.63 Mtr |
| 535 | c) LWL in sump well = 1511.00 Mtr |
| 536 | d) Shaft level = 1510.00Mtr |
| 537 | e) Lvl at discharge point = 2152.00 Mtr |
| 538 | f) Length of R/main = 1700 Rmt. |
| 539 | e) Dia of R/Main = 80 mm |
| 540 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 541 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 542 | a)OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 543 | b) Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 544 | g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 545 | h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 546 | i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 547 | j) Digital100mm square VAF meter of AE/IMP/Havells & all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 548 | k) CapaCStor of Mechneil/ BHEL/GEC & all approved make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 549 | l) Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 550 | m) ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 551 | Providing double flanged C S sluice valve ASA -300 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / & all approved make equal to dia of Rising mainand cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 552 | Providng double flanged cast steelsluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses& all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 553 | Providing double flanged cast steel reflux valves, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses& all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 554 | Providing double flanged cast steel reflux valvesclass ASA-300 of Leader/ BHEL /KILROSKER / KILBURN/ GLED/FOURSESmake and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 555 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 556 | Installation and errection of pump as perallitems apparing at serial No.118 to 124systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 557 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under: |
| 558 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 559 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 560 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 561 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 562 | (a) Motor side (From switch to starter and starter to motor) |
| 563 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 564 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 565 | Providing water Supply scheme to Palgi, Dhallan, Muhan, Garsa, Railla-Rote, Bhallan, Dhara, Talara, Ronal-Donal, Kashadhi, Dari, Phallana, Kothi Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir, Ratwah etc in Tehsil Banjar, Distt. Kullu H.P ( SH:- PWSS to Village Dhara, Talara, Ronal-Donal, Kashadhi, Under Jal Shakti Sub Division Larji )Vol-IISchedule -III |
| 566 | Cutting in earth work and disposal of excavated earth up to lead of 20 mtrs. in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 567 | Excavationin foundations, trenches etc., in earth work , lift up to 1.50 metres stacking the excavated soil not more then 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required in to plinths , sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 568 | Excavation in foundation, trenches ( for pipes & pits) up to all depths in all classiCSfication of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring/strutting, planking, timbering & dewatering where ever required, stacking the useable & unusable material/soil separately & after laying jointing & testing of pipes, returing the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads and lifts including restoration unmetalled surface to its original condition & including cost of diversion for traffic, night signals boards, fixing caution boards, crossing over trenches for access to houses, fenCSng etc. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 569 | Providing and laying cement concrete 1:3:6 ( 1cement: 3 Sand : 6 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 570 | Providing and laying cement concrete 1:4:8 ( 1cement: 4 Sand : 8 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 571 | Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 572 | Providing form work with steel plates3.15mm thick welded with Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete &plain concrete work in :- |
| 573 | Foundation, footings basis of columns etc. and mass concrete complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 574 | Flat surfaces such as soffits of suspended floors , roofs, landings & the like . Floors etc. up to 200 mm in thickness complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 575 | Vertical surface such as walls(any thickness) partitions and the like includingattached pillasters, butteresses, plinth and string courses and the like complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 576 | Sides and Soffits of beams, beam haunchings, contiliver girders, bressumers and lintels not exceeding 1 Metre in depth in all heights from floor complete in all respect with in all leads and lifts. |
| 577 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 578 | Foundations, footings, bases of columns and the like and mass concrete complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 579 | in wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 580 | iii)Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 581 | Columns pillars , Posts etc upto floor teo level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 582 | Beam cantiliver girders and lintels Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 583 | Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg. 20mm nominal size) excluding cost of form work and reinforcement for reinforced concrete work in suspened floors,roofs,landing and shelves and their supports ,balconies, beams,girders,bressumers and cantilever upto floor two level . |
| 584 | Foundations, footings, bases of columns and the like and mass concrete complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 585 | Providing mild steel/tor steel reinforcement including bending, binding and plaCSng in position complete up to floor two level complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 586 | Brick work using common burnt clay building bricks in foundation and plinth 1st class bricks cement mortar 1:6(1cement:6sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 587 | Providing and fixingangle iron door, window,clerestory window frame manufactured from steel iron sectionof 40x40x6mm, thickness including hinges jamb, lock jamb,beed and if rerquired anglethreshold of mild steel angle 50x25mm welded or rigidly fixed by mechanical means, lugswith split end tails to each jamb including butt hinges 2.50mmthick with provision for locking arrangement and shock as speCSfied and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-charge. |
| 588 | Providing wood work in frames of doors, wndows, clerestory windows and other frames wrouhgt, frramed and fixed in position in 2ndclass Deodarwood within all leads and lifts as per direction & satisfaction of Engineer-in-charge. |
| 589 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished black enammeled iron hinges with necessary screws: 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of Engineer-in-charge. |
| 590 | Half brick work using common burnt clay buildings bricks in superstructure above 1st floor level in cement mortar 1:4(1cement:4sand) 2nd class bricks with in all leads and lifts. |
| 591 | Pointing on brick work with cement mortar 1:3 (1 cement:3 sand) within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 592 | 6mm thick cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 593 | 15 mm thick cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in all leads and lifts |
| 594 | 20 mm cement plaster in single coat on rough side of brick/stone//concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in all leads and lifts |
| 595 | Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 596 | Providing and fixing wire gauge shutters using galvanised M.S.wire gauge of I.S gauge designation 8 S.G. with wire of dia 0.56mm for doors windows and clerestory windowsincluding bright finished black enamelled iron hinges with necessary screws 30mm thick 2nd class deodar wood with in all leads and lift complete in all respect |
| 597 | Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of speCSfied sizes laid in floors treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles(wherever required) incliding rubbing and polishing complete with tileswith in all leads and lifts.. |
| 598 | Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 599 | Cement concrete flooring 1:2:4(1 cement: 2 sand: 4graded stone agg. 20mm nominal size) laid in one layer finished with a floating of neat cement 40mm thick complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 600 | Providing 40x3mm flat iron hold fast 40cm long i.e fixing to from with 10mm dia bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6 ( 1cement 3 sand 6 graded stone agg. 40mm nominal size)in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 601 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt & other foreign matter with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 602 | Distempering with Oil bound distemper of approved brand and manufacturer (two coats) and of required shade on un-decorated wall surface to give an even shade over and including priming coat of whiting after througly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. in all leads and lifts. |
| 603 | Finshing wall with with water proffing cement paintof approved brand and manufacture (two coats) brushing to give an even shade i/c cleaning of oil, dirt, dust and other foreign matters, sand papering and knotting etc. in all leads and lifts complete in all respect |
| 604 | Providing and fixing anodized M.S sliding door bolt anodized transparent or dyed to required colour and shade with bolts and nuts and screw complete with in all leads and lift |
| 605 | 300x16mm |
| 606 | 250x16 |
| 607 | Providing and fixing MS tower bolts(barrel type)anodized transparent or dyed to required shade and colour with screws etc. in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 608 | 200x10mm. |
| 609 | 150x10 mm |
| 610 | Providing and fixing M.S handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete with complete in all respects with in all leads and lifts as per direction of Engineer in charge. 125mm |
| 611 | Applying priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt,dust and other foreign matter within complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 612 | Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paintto give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than white with in all leads and lifts.. |
| 613 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement: 3sand: 6 graded stone aggregate 20mm nominal size). With complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 614 | Providing and fixing to wall ceiling and floor galvanised mild steel tubes ( MG) including fitting and clamps including making good the wall ceiling and floor complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .. |
| 615 | a) 15mm nominal size |
| 616 | Providing and plaCSng(at all heights) polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all fittings andfloat valve excluding the base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license ]. 1000 Ltrs. capaCSty |
| 617 | Providing and fixing vitreous china wash, down water closet (European type. W.C. pan) with integral \"P\" or \"S\" trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement: 1 sand). Seat and cover to be measured and paid for seperately. Anglo Indian Universal closet. |
| 618 | Providing and fixing plastic seat and cover for wash down water closet with C.P. brass hinges and rubber buffers: White plastic seat and cover, solid type. |
| 619 | Providing and fixing P.V.C. low level flushing CSstern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capaCSty - Whitecomplete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 620 | Providing and fixing PVC / G.I. inlet connection for flush pipe connecting with W.C. pan complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 621 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 622 | Providing and fixing C.P. brass angle valve of standard design and of approved make, 15mm nominal bore in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 623 | Providing and fixing C.P. water jet including connection pipe with check nut complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 624 | Providing and fixing PVCpipes of 10 Kg f/Sq.cm working pressure including fittings as per requirement at site complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .110 mm OD |
| 625 | Wiring for light point / fanpoint /exhaust fan /call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as requiredGroup-C complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 626 | Wiring for CSrcuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 627 | 2x1.5 Sq. mm. |
| 628 | 2x4.0 Sq. mm. |
| 629 | Supply and fixing 3 pin 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 630 | Supply and fixing 2 pin 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connection etc. as required. complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 631 | Supplying and fixing 3 pin 15/16 amps. Socket outlet on the exists switch box/covers including connection etc. as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 632 | Supply and fixing 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connection etc. as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 633 | Supplying and fixing woodern box of following size (nominal) on surface or recess with suitable size of phenolic laminated sheet cover of in front as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 634 | a) 229mm x102mmx60mm deep |
| 635 | b) 203mmx152mmx60mm deep |
| 636 | Supplying and fixing ceiling rose on existing junction box/wooden block including connections etc. as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 637 | Supplying and fixing plain pandent with 16/20mm twin twisted, flexible PVC insulated copper cable and backlite pendant holder including connection etc as required complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 638 | Supplying and fixing 5 Amps to 32 Amps rating, 240 volts, L series miniature CSrcuit breaker of following poles in the existing MCB Db complete with connection testing and commissioning etc. as required Cat-A (single pole) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 639 | Supplying and fixing of following way, single pole and netural, sheet steel, MCB distribution board, 240 volts on surface/recess, complete with tinned copper busbar, netural link, earthbar, dibnbar, detachable gland plates, inter connections, i/c painting, earthing etc. as required busbar 8 way complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 640 | Supplying and fixing following rating, double pole, 240volts, isolator in the existing MCB DB complete with connection, testing and commissioning etc. as required 63Amp Cat-A complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 641 | Providing, installing, testing and commissioning of ceilling fan and regulator i/c wiring the down rod of standard length (upto 30cm with 16/.20 mm twin twisted flexible,cotton braided copper cable including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc as required. Ceiling fan 1400mm sweep Cat.-A complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 642 | Providing and fixing ultra slimdecorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28watt FTL (T5), complete with all accessories (including one no. T-5 tube), connections, testing and commissioning etc. as required. 1x28 watt-FTL (T5) Category-A complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 643 | Providing and fixingfollowing type of surface mounting decorative mirror optics luminaire with powder coated CRCA sheet steel housing, low glare aluminiummirror reflector, pre-wired with 110 V starter & 36/40 w copper ballast for housing CFL (but excluding the cost of CFL), complete with all accessories, connections, testing and commissioning etc. as required.3 x36 watt-CFL Philips make (Category-A) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 644 | Providing and fixing two core service wire 6sqmm thick in all leads and lifts |
| 645 | Providing and fixing man hole cover made with angle iron 40 x40x 3 mm thick( base frame) & 30x 30x 3 mm thick top frame covered with MS sheet 6 mm thick with locking arrangements to avoid the anti soCSal activities ( lock with a set of 3 keys). ( Weight of man hole cover should not be less than 34 Kg)with complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 646 | Providing ,Laying, jointing of GMS tube in trenches offollowing meter including providing and fixingtube fitting such as bends, tees, air valves, unions and collars etc.including carraige of GI pipes as perdirection and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). |
| 647 | 20mm dia. |
| 648 | 25mm dia. |
| 649 | 32 mm dia |
| 650 | 40mm dia. |
| 651 | 32 mm dia ( Medium Grade) |
| 652 | Providing and fixing steel gate around Intake and storage tank complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 653 | Providing laying and jointing of G.I pipe for( Scour pipe) with complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 654 | 32 mm dia |
| 655 | Providing and fixing brass wheel valve of all approved make of following dia including all kinds of leads and lifts complete as per speCSficationwith in all leads and lifts |
| 656 | 32 mm dia |
| 657 | Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D speCSfication including all leads and lifts |
| 658 | Providing and fixing 1.80 mtrs heigh fenCSng with 2.50 mtrs. M.S. angle iron of size 40x40x6mm minimum 2.50 mtrs. C/C with nine horizontal lines and two diagonal of galvanised steel barbed wire (IS-278-1962 type-1) weight of 9.38 Kg./100 mtrs.(minimum) storical and fixed to post complete cost of posts structs and straining bolts shal be paid for separately horizontal and diagonal wire complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 659 | Providing &Fixing of fenCSng panels of Size 2.40 mtr x 1.20 mtr devided in Two Panels of 1.20 m X 1.20 M by fixing T iron at centre fitted with wire mesh 25 m.m x25mm welded to MS angle frame all around with MS flat cover and seven Nos. hold fasts including cutting welding painting with red oxide paint complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 660 | Providing and fixinghouse connection with G.I pipe , G.I fitting complete i.e 15 mm dia farule 1 No. ,Union 1no., Tee 1no., Elbow 2nos., socket 1no., Nipple 1no., & tap 1no. ISI marked of approved make in house connection with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge required at site |
| 661 | Providing and fixingferrules 15 mm dia ( 10% of Total house hold )ISI marked of approved make in house connection with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge required at site |
| 662 | Random rubble masonry / Polygonal rubble masonry (coursed or brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 in cement mortar 1:6 (1 cement : 6 sand)in all leads and lifts in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 663 | Providing , laying,jointing ( by way of CSrcumferential butt welded jointsby electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to BIS 3589-2001, Fe-330(latest with upto date amendments) having wall thickness as speCSfied below with bevelled ends and capable of withstanding required test pressure in random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 664 | RD 0 to 1000 ,100 mm diaMSERW L-415 W.T 7.10 ( 95 % Butt welding ( Stage -II) |
| 665 | RD 1000 to 2500 ,100 mm diaMSERW L-415 W.T 6.40 ( 95 % Butt welding ( Stage -II) |
| 666 | RD 2500 to 3600 ,100 mm diaMSERW L-415 W.T 5.60 ( 95 % Butt welding ( Stage -II) |
| 667 | Providing, laying, fixing,jointing and testing in trenches MSERW pipe of following dia meters confirming to BIS 3589-2001, Fe-330(latest with upto date amendments) having wall thickness as speCSfied below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including speCSals, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. i/c lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 668 | RD 0 to 1000 ,100 mm diaMSERW L- 415 W.T 7.10 ( 5 % Flanges)( Stage -II) |
| 669 | RD 1000 to 2500 ,100 mm diaMSERW L- 415 W.T 6.40 ( 5 % Flanges)( Stage -II) |
| 670 | RD 2500 to 3600 ,100 mm diaMSERW L- 415 W.T 5.60 ( 5 % Flanges)( Stage -II) |
| 671 | Providing, laying, jointing (by way of CSrcumfrential but welded joints by electrical arc welding) and testing of Galvanised mild steel tubes (GI Pipes) of following diameters confirming to ISO:1239-2001, (latest with uptodate amendments) having wall thickness as per code with bevelled/plain ends and capable of withstanding required test pressure in a random length of 4 to 7 meters including manufacturing reducers/tapers, all short pieces, bends etc as per site requirement made from parent tube. The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three of four cuts having it\"s radius not less than five times the dia of pipe. The pipes shall be factory galvanised ( zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made from the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The wleding electrodes shall be as per IS: 814 of Advani Oerlikon/ L&T or ISI marked make. the rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge within all leads and lifts ( Earth work in trenches will be measured and paid for separately) |
| 672 | RD 0 to 1060 , 50 mm dia G.I pipe (H)W.T 4.50 ( Butt welding joints 95 % ) Stage III (i) |
| 673 | Providing, laying, jointing and testing in trenches to be levelled to grades. GI flanged pipes of following diameter conforming to SI:1239-1990 (Part-II) having minimum wall thickness as per IS code and class of pipes speCSfied below, provided and jointed with flanges conforming to tables as speCSfied below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailedspeCSfications and provided with nut & bolts of required sizes 3mm thick compressed asbestos fiber jointing gasket/synthetic rubber gasket conforming to relevant BIS codes including all kinds of flanged short pieces, bends, tees & other speCSals etc made from parent tubes & welded with flanges of tables as applicable for the particular reach as per site conditions including flushing, cleaning & hydraulic testing as per direction of Engineer-in-charge. |
| 674 | RD 0 to 69050 mm dia G.I pipe (H)W.T 4.50 mm F.T-28( Flanged 5 % ) |
| 675 | RD 690 to 106050 mm dia G.I pipe(H)W.T 4.50 mm F.T-17( Flanged 5 % ) |
| 676 | Stage-I Providing & fixing at sitehorizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 677 | a) Discharge =7.92 Lps |
| 678 | b) Total Head = 831.72 mtr |
| 679 | c) LWL in sump well = 1509.00 mtr |
| 680 | d) Shaft level =1508.00 mtr |
| 681 | e) Lvl at discharge point = 2260.00 mtr |
| 682 | f) Length of R/main = 3600 Rmt. |
| 683 | e) Dia of Rising main - 100 mm |
| 684 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 685 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 686 | a)OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 687 | b) Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 688 | g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 689 | h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 690 | i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 691 | j) Digital100mm square VAF meter of AE/IMP/Havells & all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 692 | k) CapaCStor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make ) & all approved from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 693 | l) Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens & all approved make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 694 | m) ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 695 | Providing double flanged C S sluice valve ASA-600 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / & all approved make equal to dia of rising main and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 696 | Providng double flanged cast steelsluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses& all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 697 | Providing double flanged cast steel reflux valves, ASA-600 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Foursesmake andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 698 | Providing double flanged cast steel reflux valvesclass ASA-600 of Leader/ BHEL /KILROSKER /KILBURN/ GLED/FOURSES & all approved make and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 699 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion & all approved make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 700 | Installation and errection of pump as perallitems apparing at serial No.77 to 83systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 701 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under: |
| 702 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 703 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 704 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 705 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 706 | (a) Motor side (From switch to starter and starter to motor) |
| 707 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 708 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 709 | Stage-II(i) Providing & fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 710 | a) Discharge = 2.02 LPS |
| 711 | b) Total Head = 339.09 Mtr. |
| 712 | c) LWL in sump well= 2259.00 mtr. |
| 713 | d) Shaft level = 2258.00 mtr |
| 714 | e) Lvl at discharge point = 2538.00 Mtr |
| 715 | f) Length of R/main = 1060.00 mtr |
| 716 | g) Dia of R/ main - 50 mm |
| 717 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ & all approved Havells make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 718 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 719 | a)OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 720 | b) Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 721 | g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 722 | h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capaCSty as per IS:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 723 | i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 724 | j) Digital100mm square VAF meter of AE/IMP/Havells & all approved make of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 725 | k) CapaCStor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make & all approved ) from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 726 | l) Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 727 | m) ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 728 | Providing double flanged CS sluice valve ASA-300 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / &all apporvedmake equal to dia of rising main and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 729 | Providng double flanged cast steelsluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 730 | Providing double flanged cast steel reflux valves, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses& all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) |
| 731 | Providing double flanged cast steel reflux valvesclass ASA-300 of Leader/BHEL/KILROSKER/ KILBURN/ GLED /FOURSESmake and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 732 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCSsion & all approved make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 733 | Installation and errection of pump as perallitems apparing at serial No.89 to 95systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 734 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under: |
| 735 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 736 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 737 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 738 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 739 | (a) Motor side (From switch to starter and starter to motor) |
| 740 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 741 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For Raw water stage & R.main-I and rising main) complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 742 | Providing water Supply scheme to Palgi, Dhallan, Muhan, Garsa, Railla-Rote, Bhallan, Dhara, Talara, Ronal-Donal, Kashadhi, Dari, Phallana, Kothi Chehani, Khadagad, Seri, Balagad, Tandi, Chethar, Pekhari, Sarchi, Laida, Tilroo, Thatibir, Ratwah etc in Tehsil Banjar, Distt. Kullu H.P ( SH:- PWSS to Village Railla-Rote, Bhallan, Dari, Phallana,Under Jal Shakti Sub DivisionLarji)Vol -III, SCHEDULE -IV |
| 743 | Cutting in earth work and disposal of excavated earth up to lead of 20 mtrs. in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 744 | Excavationin foundations, trenches etc., in earth work , lift up to 1.50 metres stacking the excavated soil not more then 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required in to plinths , sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 745 | Providing and laying cement concrete 1:6:12 ( 1 cement,6 sand,12 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. |
| 746 | P/L CC 1:4:8 (1 cement:4 sand:8 graded stone agg.40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including all leads, lifts and carriage of material at siteand to the entire satisfaction ofEngineer Incharge. |
| 747 | Random rubble masonry/polygonal rubble masonry ( uncoursed/ brought to courses) with hard of approved quality in foundation and plinth including levelling up with CC 1:6:12 (1cement:6sand:12 graded stone aggregate 20mm nominal size) at plinth level in:-cement mortar 1:6 (1 cement : 6 sand) including all leads, lifts and carriage of material at siteand to the entire satisfaction ofEngineer Incharge. |
| 748 | Stone soling properly hand packed filling interstices with spallsand consolidating with hammer to the required gradient & slope i/c spreading,watering & rolling of binding Material,moorum or earth etc. 100mm spread thickness(finished work i/c Material & labour. |
| 749 | Stone filling behind the Retaining wall with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 750 | Brick work using common burnt clay building bricks I) infoundation & plinth in cement mortor 1:6 (1 cement: 6 sand), Ist class bricks with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 751 | In super structure above plinth levelup to floor two level in cement mortor 1:6 (1 cement: 6 sand), Ist class bricks with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 752 | Prov. 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 & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in : - Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses and the like : |
| 753 | Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc upto 200mm in thickness with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 754 | Providing and laying CC 1:1.5:3 (1 cement:1.5 sand:3 graded stone agg.20mm nominal size) and curing complete exlcuidntg the cost of form work and reinforcement in:- |
| 755 | Foundation and plinth with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 756 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 757 | Suspended floors, roofs, landings and shelves and their suport balconies, beams,girdersbressumers and cantilivers upto floor two level with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 758 | Providing and laying CC 1:2:4 (1 cement:2 sand:4 graded stone agg.20mm nominal size) and curing complete exlcuidntg the cost of form work and reinforcement in:- |
| 759 | Suspended floors, roofs, landings and shelves and their suport balconies, beams,girdersbressumers and cantilivers upto floor two level with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all lea |
| 760 | Providing and laying RCC 1:2:4Vertical and horizontal (thickness not more than 0.10 m) individually or forming box louvers and projected and upto floor two level with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 761 | Providing and laying cement concrete 1:5:10 (1cement:5 sand:10graded stone agg. 40 mm nominal size) with 15% plums and curing complete excluding cost of form work in foundation and plinth with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 762 | Providing tor steel reinforcement for RCC work including bending, binding and plaCSng in position complete upto floor two level with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 763 | Providing wood work in frames of doors,windows,clerestory windows and other frames wrought framed and fixed in position. IInd class Deodar wood with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 764 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows, including black enamelled iron butt hinges with necessary screws 40 mm thick 2nd class deodar wood with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 765 | P/F wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G with wire of dia 0.56mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws40 mm thick 2nd class deodar wood |
| 766 | Providing and fixing 1.80 m high barbed wire fenCSng with angle iron posts 2.50 high 40x40x4 2.50m C/C with 9 horizontal rows and 2 diagonal rows of barbed wire embedded om c.c. 1:4:8 (1 cement:4 sand:8 graded stone agg.40mm nominal size) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 767 | Providing and fixing steel gate around Intake and storage tank complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 768 | 6mm cement plaster to ceiling in CM 1:3(1 cement:3 sand) with in all leads and lifts to the entire satisfaction of the Engineer-in-charge. |
| 769 | 15mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering upto floor two levels inclduing arrises internal rounded angles, chamfers end/or rounded angles not exceeding 80mm in girth and finished even and smooth in cementmortor 1:6 (1 cement: 6 sand) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 770 | cement concrete flooring 1:2:4(1 cement: 2 sand: 4graded stone agg. 20mm nominal size) laid in one layer finished with a floating of neat cement 40mm thick with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 771 | White wasing with lime on decorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust and other foreign matters with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 772 | Applying priming coat on new wood and wood based surfaces after and incluidng papering the surface by thoroughly cleaning oil, grease, dirt and other foreign matters, sand papering and knotting, readymixed paint brushing wood primer pink with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 773 | Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade incluidng cleaning the surface of dirt, dust and other foreign matters sand papering and stoping with enamel paint other than white with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 774 | Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including preperation of ground with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 775 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg 20mm nominal size) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 776 | Providing and fixing MSsliding door bolts anodised colour and shadewith nuts and screws complete in all respect. I) 250X16mm |
| 777 | Providing and fixing MS tower bolts ( Barrel type ) anodised transparent or diedto required shade with necessary screws complete in all respect. I) 200X10 mm |
| 778 | Providing and fixing MShandles anodised,transparent or died to required shade with necessary screws complete in all respect. I) 125 mm |
| 779 | Sanitary work: Providing and fixing to wall ceiling and floor galvanised mild steel tubes (MG) including fitting and clamps including making good the wall ceiling and floor complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge .. |
| 780 | a) 15mm nominal size |
| 781 | Providing and plaCSng(at all heights) polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all fittings andfloat valve excluding the base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. ]. 300 Ltrs. capaCSty |
| 782 | Providing and fixing vitreous china wash, down water closet (European type. W.C. pan) with integral \"P\" or \"S\" trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement: 1 sand). Seat and cover to be measured and paid for seperately. Anglo Indian Universal closet. |
| 783 | Providing and fixing plastic seat and cover for wash down water closet with C.P. brass hinges and rubber buffers: White plastic seat and cover, solid type with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 784 | Providing & fixing 10 litre vitreous china low level flushings CSstern with a pair of CS brackets complete with fittings such as lead valveless syphon 15 mm nominal size brass valve with polythene float, CP brass handle, unions & coupling with connection with in inlet- outlet & over flow pipe 40 mm side CP slush bend, including cutting holes in walls closet ( overflow pipe to be measured & paid seperately ) etc. complete in all respect. A) Vitrous China in white colour with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 785 | Providing and fixing PVC / G.I. inlet connection for flush pipe connecting with W.C. pan with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 786 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 787 | Providing and fixing C.P. brass angle valve of standard design and of approved make, 15mm nominal bore in complete in all respects with in all leads and lifts as per direction of Engineer in charge. |
| 788 | Providing and fixing C.P. water jet including connection pipe with check nut complete in all respect |
| 789 | Providing and fixing PVCpipes of 10 Kg f/Sq.cm working pressure including fittings as per requirement at site complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge. 110 mm OD |
| 790 | Electrical work:- Wiring for light point / fan point / exhaust fan / call bell pointwith 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. Group-B |
| 791 | Wiring for CSrcuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated singlecore copper conductor cable of same size for earthing as required. |
| 792 | 2x1.5 sqmm. |
| 793 | 2x4 sqmm. |
| 794 | Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 795 | S.P. 5/ 6 Amps one way switch, piano type. |
| 796 | 5 pin 5/ 6 Amps socket outlet, porcelain base/ piano type. |
| 797 | Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all lea |
| 798 | S.P. 15/16 Amps one way switch, porcelain base/ piano type. |
| 799 | 6 pin 15/16 Amps socket outlet, porcelain base/ piano type. |
| 800 | Supplying & fixing wooden box of following sizes (nominal size) on surface or in recess suitable for fixing phenolic laminated sheet cover in front including painting etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 801 | 180mm.x100mm.x60mm. Deep |
| 802 | 250mm.x200mm.x60mm. Deep |
| 803 | Providing and installing testing and commissioning of prewired fluorescent tube fitting, complete with ballast, starter and capaCStors but excluding fluorescent tuberod, suitable to operate on 230 volts, single phase AC supply directly on surface with copper wiring as required. F/Tube 1X40 watt,including all leads, lifts and carriage of materials and as directed by the Engineer Incharge.-Group C Box type category A. |
| 804 | Providing and fixing florescent tube rod 4 feet long in the existing tube fittings as required as per speCSfication on the caragorywith in all laeds, lifts and to the entire satisfaction of engineer incharge. |
| 805 | Supplying and fixing ceiling rose on the existing junction box / wooden block including connections etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 806 | Providing and fixingbatten holder on existing wiring including connection complete in all respect as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 807 | Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset, neutral link, earth bar, din-bar, detachable gland plate blanking plate, cable, identification labels interconnections,phosphatized and powder painted, including earthing etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 808 | Single door-12 way |
| 809 | Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capaCSty, 240 volts, \"C\" curves, miniature CSrcuit breaker of following poles in the existing MCB DB complete with connections etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 810 | Single pole. Cat-A. |
| 811 | Earthing with G.I earth pipe 4.5 mtr. long and 40mm dia,including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 812 | Extra for using salt and coke for pipe earth electrode complete as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 813 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 814 | 63 Amps. Cat-A. |
| 815 | Supplying and fixing LED bulb of 9 watt including testing and commissioning complete in all respect as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 816 | Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 817 | Ceiling Fan 1200 mm sweep, Category-A |
| 818 | Providing and laying in trenches galvanised mild tube(light grade) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 819 | 20 mm dia |
| 820 | 25 mm dia |
| 821 | 40 mm dia |
| 822 | Providing ,laying, jointing, ofGI pipes for inlet ,outlet,scour pipe and bypass arrangement complete in all respect.) 50 mm dia with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 823 | Providingand fixing GMS tubes of following dia in walls, floors etc i/c tube fitting and making the wall flour etc good) 32 mm dia with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 824 | Providing and fixing of brass wheel valves with hand wheel complete in all respect) 32 mm dia with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 825 | 50 mm |
| 826 | Prov .and fixing Gun Metal Wheel valve (with hand wheel)50 mm diameter for inlet, outlet and scourwith complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 827 | Prov. & fixing SFRC manhole cover for frame of internal size 560 mm dia with frame (medium duty)within all leads and lifts(weight of cover & frame not less then 100 kg) |
| 828 | Providing and plaCSng in horizontal layers filtering media duly graded, screened,cleaned and washed as speCSfiedwith complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 829 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-effiCSent 2.00 to 3.00). |
| 830 | Second layer, Coarse sand, 3mm - 6mm |
| 831 | Third layer : Bajri 6mm to 20 mm. |
| 832 | Fourth layer : Bajri 20mm to 25 mm |
| 833 | Bottom layer : Broken stone 50mm to 75 mm. |
| 834 | Providing & plaCSng Precast Concrete Block in CC 1:2:4 of size 0.30 x 0.40 x 0.05( I cement :2 sand ;4 graded stone aggrigate 20 mm nominal size)over X Drain with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 835 | providing and lying in trenches 3 layer PPR pipes (poly propylene random copolymer)earth work in trenches to be measured and paid for seperately with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 836 | 20 mm (oD) |
| 837 | 25 mm (OD) |
| 838 | Providing laying, jointing of GMS tube in trenches offollowing meter including providing and fixingtube fitting such as bends, tees, air valves, unions and collars etc.including carraige of GI pipes as perdirection and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 839 | 15 mm |
| 840 | 40mm |
| 841 | 50 mm |
| 842 | Providing & installation of House connection i/c GI 15 mm dia Union,Ferrule,elbow,coulings complete in all respect and to the entire satisfaction of Engineer in charge with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 843 | Providing, laying, jointing (by way of CSrcumfrential but welded joints by electrical arc welding) and testing of Galvanised mild steel tubes (GI Pipes) of following diameters confirming to ISO:1239-2001, (latest with uptodate amendments) having wall thickness as per code with bevelled/plain ends and capable of withstanding required test pressure in a random length of 4 to 7 meters including manufacturing reducers/tapers, all short pieces, bends etc as per site requirement made from parent tube. The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three of four cuts having it\"s radius not less than five times the dia of pipe. The pipes shall be factory galvanised ( zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and speCSals made from the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA speCSfications C-203-1978. The wleding electrodes shall be as per IS: 814 of Advani Oerlikon/ L&T or ISI marked make. the rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge within all leads and lifts ( Earth work in trenches will be measured and paid for separately) |
| 844 | Stage |
| 845 | RD 0 to 33050mm dia GI pipeW.T. 4.50(H)100% Butt Welded |
| 846 | RD 330 to 970 50mmDia GI pipe W.T 4.50 (H)100 % Butt Welded |
| 847 | Stage-I Providing & fixing at site horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti Grandfos and approved make as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: |
| 848 | a) Discharge =1.17LPS |
| 849 | b) Total head =341.06mtr. |
| 850 | C)LWL in Sump well= 992 mtr |
| 851 | D) Shaft level = 990.60 mtr |
| 852 | e) level at dischargr point =1311.00 mtr |
| 853 | f) length of Rising main)=970 mtr. |
| 854 | g) Dia of Rising main - 50 mm |
| 855 | Providing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capaCSty 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 856 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.54 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 857 | a)OCB/MCCB of MEI/Havels/ standard & all approvedmake and of suitable capaCSty for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 858 | b) Earth leakage CSrcuit breaker of recommended make (Kilburn/L&T/MEI/GEC) & all approved as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the CSruit breaking for cover current protection. The CSrcuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 859 | g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 860 | h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approvedmake and of suitable capaCSty as per IS:4064:1978 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 861 | i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 862 | j) Digital100mm square VAF meter of AE/IMP/Havells & all approvedmake of suitable range with selector switches and CTS operated as per IS:L1248(P-II) .183 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 863 | k) CapaCStor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capaCStor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 864 | l) Providing suitable oil immersed starter delta/air break direct on line/auto transformer/. starter rotor starter of Havel/ MEI/.Kilburn/Jyoti /L&T/Siemens & all approvedmake as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 865 | m) ProvidngDigital hour run meter of recommended make and suitable capaCSty as per IS:722(latest edition.) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 866 | Providing double flanged C.S sluice valve ASA-300 ofLeader/BHEL/Kirlosker/GLEd/Kilburn Fourses / & all approvedmake equal to dia of Rising main and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 867 | Providng double flanged cast steelsluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approved make and one step higher thendelivery size of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammendments |
| 868 | Providing double flanged cast steel reflux valves, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses & all approved make andhaving bye pass arrangements of one step higher then delivery size of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 869 | Providing double flanged cast steel reflux valvesclass ASA-300 of Leader/ BHEL /KILROSKER/KILBURN/GLED/FOURSES & all approved make and equal size of rising mainmain and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 870 | Providing 100mm dia CSrcularanalog pressure gauge of suitable range of Fiebig /Bourden/ PREGA /preCSsion & all approved make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 871 | Installation and errection of pump as perallitems apparing at serial No.67 to 73systematicaly as per drawing of as directed by the Engineer-in-charge. |
| 872 | Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all speCSals such as bends, tees, reducers. Increasers with companions flanges matching with the relevant speCSfications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under: |
| 873 | Suction pipe: One dia higher then the suction size of pump offeredand suitable to keep theveloCSty of flow from 1 to 1.5M/second in the suction pipe |
| 874 | Delivery pipe: One dia higher then the delivery size of the pump offeredand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 875 | Common header: Equal to size of rising mainand suitable to keep theveloCSty of flow from 1.5 to 2M/secondin the delivery pipe |
| 876 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapaCSty to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC /EICO /NATIONAL /GRANDLAY & all approved make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
| 877 | (a) Motor side (From switch to starter and starter to motor) |
| 878 | (b) Supply side (From Meter of HPSEB to bus bar and switch) |
| 879 | Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
AI Tender Summary
Tender Timeline
Jul 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender