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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-Finance | ₹2.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.6 Cr−₹6.7 L (2.52%)Rejected-Finance | ₹2.6 Cr−₹6.7 L (2.52%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.8 Cr+₹17.4 L (6.52%)Rejected-Finance | ₹2.8 Cr+₹17.4 L (6.52%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Document not for found as per NIT |
Tender Value
₹2.8 Cr
EMD Value
₹3.1 L
Closing Date
4 Feb 2023, 5:00 pmClosed
EE Jal Shakti Division Larji
EE Jal Shakti Division Larji
Providing WSS to Railla-Rote, Bhallan, Dhara, in Tehsil Bhunter, Distt. Kullu H.P Under Jal Shakti Sub Division Larji SH- C/O All Civil works , Rising main , Laying , jointing distribution system Providing and erection of pumping machinery
2023_HPIPH_67248_1
Larji 20990-21089
Open Tender
Civil Works
Item Rate
365 days
Larji
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
Kullu
₹3.1 L
Yes
CE Jal Shakti Vibhag MZ Mandi H.P.
10 Mar 2023
17 Jan 2023
6 Feb 2023
17 Jan 2023
4 Feb 2023
17 Jan 2023
24 Jan 2023
Amount
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.
Excavation in 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.
Excavation in foundation, trenches ( for pipes & pits) up to all depths in all classicification 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.
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.
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.
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.
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 :-
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.
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.
Vertical surface such as walls(any thickness) partitions and the like including attached 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.
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.
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:
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.
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.
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.
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.
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.
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 .
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.
Providing mild steel/tor steel reinforcement including bending, binding and placing 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.
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.
Providing and fixing angle iron door, window,clerestory window frame manufactured from steel iron section of 40x40x6mm, thickness including hinges jamb, lock jamb,beed and if rerquired angle threshold of mild steel angle 50x25mm welded or rigidly fixed by mechanical means, lugs with split end tails to each jamb including butt hinges 2.50mmthick with provision for locking arrangement and shock as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-charge.
Providing wood work in frames of doors, wndows, clerestory windows and other frames wrouhgt, frramed and fixed in position in 2nd class Deodar wood within all leads and lifts as per direction & satisfaction of Engineer-in-charge.
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.
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.
Pointing on brick work with cement mortar 1:3 (1 cement:3 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.
6mm thick cement plaster to ceiling in CM 1:3 ( 1Cement :3 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.
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
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
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 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.
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
Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of specified 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 tiles with in all leads and lifts..
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.
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.
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.
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.
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.
Finshing wall with with water proffing cement paint of 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
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
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.
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
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 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.
Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to 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..
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.
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 ..
a) 15mm nominal size
Providing and placing (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 and float valve excluding the base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license ]. 1000 Ltrs. capacity
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.
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.
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White complete in all respects with in all leads and lifts as per direction of Engineer in charge.
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.
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.
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.
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.
Providing and fixing PVC pipes 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
Wiring for light point / fan point / 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 required Group-C complete in all respects with in all leads and lifts as per direction of Engineer in charge.
Wiring for Circuit/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.
2x1.5 Sq. mm.
2x4.0 Sq. mm.
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.
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.
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.
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.
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.
a) 229mm x102mmx60mm deep
b) 203mmx152mmx60mm deep
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.
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.
Supplying and fixing 5 Amps to 32 Amps rating, 240 volts, L series miniature Circuit 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.
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.
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.
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.
Providing and fixing ultra slim decorative 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.
Providing and fixing following type of surface mounting decorative mirror optics luminaire with powder coated CRCA sheet steel housing, low glare aluminium mirror 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.
Providing and fixing two core service wire 6sqmm thick in all leads and lifts
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 social 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.
Laying, jointing of GMS tube in trenches of following meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) ( Labour Rate)
20mm dia.
25mm dia.
32 mm dia
40mm dia.
32 mm dia ( Medium Grade)
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.
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.
32 mm dia
Providing and fixing brass wheel valve of all approved make of following dia including all kinds of leads and lifts complete as per specification with in all leads and lifts
32 mm dia
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 specification including all leads and lifts
Providing and fixing 1.80 mtrs heigh fencing 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.
Providing &Fixing of fencing 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.
Providing and fixing house connection with , 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
Providing and fixing ferrules 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
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.
Providing , laying,jointing ( by way of Circumferential butt welded joints by 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 specified 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 specials 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).
RD 0 to 1000 ,100 mm dia MSERW L-415 W.T 7.10 ( 95 % Butt welding ( Stage -II)
RD 1000 to 2500 ,100 mm dia MSERW L-415 W.T 6.40 ( 95 % Butt welding ( Stage -II)
RD 2500 to 3600 ,100 mm dia MSERW L-415 W.T 5.60 ( 95 % Butt welding ( Stage -II)
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 specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, 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 specifications 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).
RD 0 to 1000 ,100 mm dia MSERW L- 415 W.T 7.10 ( 5 % Flanges) ( Stage -II)
RD 1000 to 2500 ,100 mm dia MSERW L- 415 W.T 6.40 ( 5 % Flanges) ( Stage -II)
RD 2500 to 3600 ,100 mm dia MSERW L- 415 W.T 5.60 ( 5 % Flanges) ( Stage -II)
Laying, jointing (by way of Circumfrential 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 specials 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 specifications 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)
RD 0 to 1060 , 50 mm dia G.I pipe (H) W.T 4.50 ( Butt welding joints 95 % ) Stage III (i)
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 specified 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 detailedspecifications 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 specials 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.
RD 0 to 690 50 mm dia G.I pipe (H) W.T 4.50 mm F.T-28 ( Flanged 5 % )
RD 690 to 1060 50 mm dia G.I pipe (H) W.T 4.50 mm F.T-17 ( Flanged 5 % )
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 grade 4508 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:
a) Discharge =7.92 Lps
b) Total Head = 831.72 mtr
c) LWL in sump well = 1509.00 mtr
d) Shaft level =1508.00 mtr
e) Lvl at discharge point = 2260.00 mtr
f) Length of R/main = 3600 Rmt.
e) Dia of Rising main - 100 mm
Providing and fixing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ Havells & all approved make and having capacity 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.
Providing and fixing 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.
a) Providing and fixing OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capacity 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.
b) Providing and fixing Earth leakage Circuit 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 Ciruit breaking for cover current protection. The Circuit 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.
g) Providing and fixingBus 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.
h) Providing and fixing ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capacity 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.
i) Providing and fixing 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.
k) Providing and fixing Capacitor 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 capacitor 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.
l) Providing and fixing 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.
m) Providing and fixing Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge.
Providing and fixing double flanged C S sluice valve ASA-600 of Leader/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.
Providng and fixing double flanged cast steel sluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approved make and one step higher then delivery 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.
Providing and fixing double flanged cast steel reflux valves, ASA-600 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and having 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.
Providing and fixing double flanged cast steel reflux valves class ASA-600 of Leader/ BHEL /KILROSKER /KILBURN/ GLED/FOURSES & all approved make and equal size of rising main main 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.
Providing and fixning 100mm dia Circular analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCision & 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.
Installation and errection of pump as per all items apparing at serial No.77 to 83 systematicaly as per drawing of as directed by the Engineer-in-charge.
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 specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including 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:
Suction pipe : One dia higher then the suction size of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe
Delivery pipe: One dia higher then the delivery size of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe
Common header : Equal to size of rising main and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe
Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity 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
(a) Motor side (From switch to starter and starter to motor)
(b) Supply side (From Meter of HPSEB to bus bar and switch)
Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode complete with 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.
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 grade 4508 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:
a) Discharge = 2.02 LPS
b) Total Head = 339.09 Mtr.
c) LWL in sump well = 2259.00 mtr.
d) Shaft level = 2258.00 mtr
e) Lvl at discharge point = 2538.00 Mtr
f) Length of R/main = 1060.00 mtr
g) Dia of R/ main - 50 mm
Providing and fixing change over / ICTP main switch of Kilburn/ L&T/Siemens/Standard/ & all approved Havells make and having capacity 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.
Providing and fixing 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.
a) Providing and fixing OCB/MCCB of MEI/Havels/ standard & all approved make and of suitable capacity 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.
b) Providing and fixing Earth leakage Circuit 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 Ciruit breaking for cover current protection. The Circuit 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.
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.
h) Providing and fixing ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells & all approved make and of suitable capacity 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.
i) Providing and fixing 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.
k) Providing and fixing Capacitor 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 capacitor 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.
l) Providing and fixing 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.
m) Providng and fixing Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.) complete in all respects with in all leads and lifts as per direction of Engineer in charge.
Providing and fixing double flanged CS sluice valve ASA-300 of Leader/BHEL/Kirlosker/GLEd/Kilburn Fourses / &all apporved 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.
Providng and fixing double flanged cast steel sluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses & all approved make and one step higher then delivery 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.
Providing and fixng double flanged cast steel reflux valves, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses & all approved make and having 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)
Providing and fixing double flanged cast steel reflux valves class ASA-300 of Leader/ BHEL /KILROSKER/ KILBURN/ GLED /FOURSES make and equal size of rising main main 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.
Providing and fixing 100mm dia Circular analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/preCision & 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.
Installation and errection of pump as per all items apparing at serial No.89 to 95 systematicaly as per drawing of as directed by the Engineer-in-charge.
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 specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including 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:
Suction pipe : One dia higher then the suction size of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe
Delivery pipe: One dia higher then the delivery size of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe
Common header : Equal to size of rising main and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe
Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity 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
(a) Motor side (From switch to starter and starter to motor)
(b) Supply side (From Meter of HPSEB to bus bar and switch)
Providing and fixing double loop earth with GI EARTH plate 600mmx600x3mm thick electrode complete with 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.
puneet angra
SANGRAM NAIK
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