Augmentation Of Lwss Dohad Khad To Gram Panchyat Fanaouti And Karshaigad In Anni Block Distt . Kullu H . P Intake Chamber , Sedimentation Tank 25000 Lt Rcc Filter Bed 62 . 00 Sqm 3 Units , Providing Laying Jointing Of R Main 65Mm Dia 830 Rmt , Of , Nirmand-Himachal Pradesh

TDR : 27737374

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Corrigendum Details
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Nirmand , Himachal Pradesh

Tender Brief : Corrigendum : Augmentation Of Lwss Dohad Khad To Gram Panchyat Fanaouti And Karshaigad In Anni Block Distt . Kullu H . P Intake Chamber , Sedimentation Tank 25000 Lt Rcc Filter Bed 62 . 00 Sqm 3 Units , Providing Laying Jointing Of R Main 65Mm Dia 830 Rmt , Of

Document Fees
₹ 800 /-

EMD
₹ 109340.0 /-

Tender Value
Refer document

Submission Date
28-04-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	27-04-2021	Corrigendum	Technical Bid	28-04-2021

Name of Work: Augmentation of LWSS Dohad Khad to Gram Panchyat Fanaouti and Karshaigad in Anni Block Distt. Kullu H.P (SH: - C/O Intake chamber, C/O Sedimentation tank 25000 Ltr. cap., C/O RCC Filter Bed 62.00 Sqm 3 units, Providing laying & jointing of R/main 65mm dia 830 rmt, S/E of Pumping Machinery ,C/O Pump House C/O Sump well 50000Ltr Cap. C/O Main Storage tank 30000Ltr Cap. , C/O Sector Storage Tank 20000 litres cap. = 2 Nos. and Laying, jointing and testing of GI Pipe 20mm=850 rmt,25mm=2650 rmt & 32mm 3015 rmt . (under Jal Jeevan Mission.)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, situated soil including bailing or pumping out of water, blasting soft or hard rock or chiseling or wedding out of soft/hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, labeling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required. Stacking usable and unusable material /soil separately and after lying jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed with in all leads/ lifts including restoration of un-metalled surfaces to its original conditions and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. Complete in all respects within all lee\ads and lifts as per direction of the Engineer-in-Charge.		2055.98	Cum
2	2	Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth.		35.49	Cum
3	3	P/L cement conc. 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.
4	3.01	Lintels, beams girders bressumers and cantilevers upto floor two level :		16.625	Cum
5	3.02	Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level.		0.89	Cum
6	4	Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
7	4.01	Foundation footing , basis of columns and the like and mass concrete.		46.64	Cum
8	4.02	Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.		81.21	Cum
9	4.03	Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level.		9.42	Cum
10	4.04	Arches beyond 6m span		4.77	Cum
11	5	Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.		19506.7	Kg
12	6	Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
13	6.01	Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like		821.24	Sqm.
14	6.02	Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts		81.44	Sqm
15	6.03	Foundation,footing basis of columns & the like and mass concrete.		9.19	Sqm
16	6.04	Sides and Soffits of beams, beam haunchings, contiliver girders, bressumers and\nlintels not exceeding 1 Metre in depth:		6.89	Sqm
17	7	Providing from work of ordinary timber planking’s so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge in :-
18	7.01	Arches beyond 6m span		47.67	Sqm.
19	8	Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.		9	No
20	9	Laying Jointing of G.I Pipe (;light grade) tube fitting in trenches I/c earth work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. for Scour pipe, Out let pipe & inlet pipe (LR).
21	9.01	G.I pipe 50 mm (LC) S/S		36	Rmt.
22	9.02	G.I pipe 65 mm (LC) S/S		24	Rmt.
23	9.03	G.I pipe80 mm (LC) S/S		54	Rmt.
24	9.04	G.I pipe 100 mm (LC) S/S		12	Rmt.
25	10	Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia. 300 mm) in outlet, Scour and inlet pipe of G.I With M.S flange T-5 i/c welding and fix the sluice valve with flanged pipe complete with bolts nuts,rubber insertion etc.,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. for Scour pipe, Out let pipe & inlet pipe
26	10.01	50 mm		6	Nos
27	10.02	65 mm		3	Nos
28	10.03	80 mm		12	Nos
29	10.04	100 mm		2	Nos
30	11	Providing and fixing GMS Ventilating pipe 100mm dia, 1mtr. Height with C.I Cowl fixed at top complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.		2	No.
31	12	Providing and placiang in horizontal layers filtering media dully graded ,screened washed and cleaned as specified Engineer-in-charge within all leads and lifts.as per the direction of Engineer-in-charge.
32	12.01	Top layer:- Fine sand (eff.size 0.20mm to 0.40mm and uniformity-co-eff.2.00 to 3.00 from approved quarry in all leads and lifts.		53.79	cum
33	12.02	2nd layer:- Coarse sand 3mm to 6mm from approved quarry in all leads and lifts.		9.49	cum
34	12.03	3rd layer:- Bajri 6mm to 20mm from approved quarry in all leads and lifts.		4.75	cum
35	12.04	4th layer:- Bajri 20mm to 25mm from approved quarry in all leads and lifts		6.33	cum
36	12.05	5th Layer:- Broken stone 50mm to 75mm from approved quarry in all leads and lifts		9.49	cum
37	13	Providing and laying cement concrete 1:2:4 (1cement :2sand: 4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work RCC work (Cement concrete drain in CC 1:2:4 under the precast the slab , size of drain 0.10x 0.25 x 80 mt.) including all leads and lifts complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.		2.777	Cum
38	14	Providing and laying of RCC precast slab size 300X 400 & 50 mm sizein cement concrete 1:2:4 (1cement:2 sand:4graded stone agg. of 20mm nominal size) and curing complete i/c cost of steel & form work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.		63.28	Sqn
39	15	Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) Complete in all respects within all lee\ads and lifts as per direction of the Engineer-in-Charge.		167.97	Cum
40	16	Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards,bars,ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge		52.76	Kg
41	17	Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 grad-ed stone aggregate 20 mm nominal size 100mm thick foundation concrete 1:5:10 mix (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finish-ed with a floating coat of neat cement i/c curing complete.		4	Nos
42	18	Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth		5.08	Cum
43	19	Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand)as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		16.1	Cum
44	20	Brick work using comman burnt clay building bricks in super structure above plinth level upto floor two level with C.M 1:6 ( 1 cement :6 Sand ) with in all leads and lifts as per direction & satisfaction of Engineer -in-charge. (2nd class bricks).		13.96	Cum
45	21	Providing wood work in frames of doors, windows, clearstory window and other frames wrought framd and fixed in position in 2nd class Deodar wood complete as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		0.56	Cum
46	22	Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of E-in-charge.		11.99	Sqm
47	23	Half Brick work with conventional using comman burnt clay building bricks in super structure up to floor two level 2nd class brick in cement motor 1:4 (1cement:4 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer in charge.		4.38	Sqm
48	24	Pointing on Brick work with cement mortor 1:4 (1cement : 4 Sand) complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		46.46	Sqm
49	25	Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.		13.07	Sqm
50	26	6 mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		55.64	Sqm
51	27	15 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:6 (1cement:6sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.		84.03	Sqm
52	28	20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:3(1cement:3sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.		13.41	Sqm
53	29	Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills. as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		71.5	Kg
54	30	Providing and fixing wire gause shutters using galvanised MS wire gause of IS gause designation 85 G with wire diameter 0.56mm for doors, windows, clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick 2nd class deodar wood with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. 2nd class deodar wood.		14.34	Sqm
55	31	Boulder filling behind the R/wall/under channel bed including all leads and lifts		6.2	cum
56	32	Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		10.39	Sqm
57	33	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.		10.39	Sqm
58	34	Providing 40X3 mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30X10X15 cm. 1:3:6 ( 1 cement ,3 sand,6 graded stone aggregate 20 mm nominal size complete in all respect with all leads and lifts.		30	Nos
59	35	White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.		55.64	Sqm
60	36	Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth.as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		84.03	Sqm
61	37	Finishing wall with water proofing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials.		13.41	Sqm
62	38	Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters, sand papering and knotting.Ready mixed paint brushing wood primer pink. as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		23.98	Sqm
63	39	Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with animal paint other then white and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.		23.98	Sqm
64	40	Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of tiles. selvary grey		25.77	Sqm
65	41	Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 250x16 mm.		2	Nos
66	42	Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts
67	42.01	200x10 mm		30	Nos
68	43	Providing and fixing anodised MS Handle transparent or died to required shade with screws . complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 125 mm.		20	Nos
69	44	Laying, jointing and testing in trenches galvanized mild steel screwed & socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge: (LR):
70	44.01	20 mm dia		850	Rmt
71	44.02	25 mm dia		2650	Rmt
72	44.03	32 mm dia		3015	Rmt
73	45	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 PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge. (Group C)		10	Nos.
74	46	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 steel conduit along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
75	46.01	2x1.5 Sq.mm		50	Mtr
76	46.02	2x4.0 Sq.mm		25	Mtr
77	47	Supplying and fixing 3 pins 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		3	Nos.
78	48	Supplying and fixing 2 way 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		3	Nos.
79	49	Supplying and fixing 3 pins 15/16 amps socket outlet on the exist switch box/covers including connections etc. as required . complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		3	Nos.
80	50	Supplying and fixing 15/16 amps. Tumbler/piano type switch/socket on the existing switch box /cover including connections etc. as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		3	Nos.
81	51	Supplying and fixing wooden boxes of following sizes (nominal size) on surface or in recess suitable for fixing phenolic laminated sheet cover in front including painting etc. as required:- complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
82	51.01	229mm x102mm x60mm deep.		3	Nos.
83	51.02	203mm x152mm x60mm deep.		3	Nos.
84	52	Supplying and fixing ceiling rose on the existing junction box / wooden block including connections etc. as required complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		9	Nos.
85	53	Supplying and fixing plain pendant with 16/ 20mm twin twisted, flexible, PVC insulated, cotton braided, copper cable and bakelite pendent holder including connections etc. as required.		3	Nos.
86	54	Supplying and erection of 40/50/63 amps rating,10 KA breaking capacity, 240 volts. \"C\" curves miniature circuit breaker of following poles in the existing MCB DB complete with connection etc. as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		6	Nos.
87	55	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 wire set netural link earthbar, din-bar detachable gland plate, blanking plate, cable, identification labels inter connection, phosphatized and powder painted, including earthing etc. as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge. Single door -8 way.		1	Nos.
88	56	Supplying and fixing of following rating, double pole (Single phase and netural) 240 volts, isolater in the existing MCB DB complete with connections testing and commissioning as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
89	56.01	63 Amps Cat-A		1	Nos.
90	57	Providing, installation, testing and commissioning of ceiling fan with ragulator, including wiring the down rods of standard length (up to 30 cm ) with 16/0.20 mtr. Twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge. (Category - A )		1	Nos.
91	58	Providing & fixing ulta slim decorative extruted box fixture with domestic electronic ballast, snap-on installets, suitable for 28 Watt FLT (T5) complete with all accessories (including one No. T-5 Tube) connections, testing & commissiong etc as required. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
92	58.01	1x28 Watt-FLT (T5) (Cat-A)		4	Nos.
93	59	Providing & fixing ED flood light watt mentioned below (OREVA) (Category - A ) complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		3	Nos.
94	60	Providing and fixing two core service wire 6mm thick. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.		45	Mtr.
95	61	Providing , laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of MSERW pipe L-210 of following dia meters confirming to BIS 3183-2007, steel grade -A (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a 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 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 & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
96	61.01	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 400 400 65 4.80\n Length of butt Welding @95%\n 380		380	Rmt
97	62	Providing Laying in trenches IS marked MSERW pipe L-210 of following diameters conforming to BIS 3183-2007 of following grade and having wall thickness as specified below with plain end capable of with standing required test presure in random length of 4 to 7 mtr, including specials, short pieces bends, reducers, tees etc. made from parent tube with providing 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 standared. The laying of pipe will include all operation such as cutting welding jointing providing and fixing of MS flanges fabrication of bends tees etc. including lowering and laying in excavated trenches to ensure required level including flushing cleaning and hydralic testing complete in all respects to the satisfaction of the Engineer inCharge. The fabricated bends shall have three or four cuts having its radius not less than five time the dia of pipe. The pipe shall be factory galvanized ( zinc coating both inside and outside) as per relevant IS standareds and the damaged portion of the pipe and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of antocorrosive bituminous paint over a priming coat as per AWWA Specification 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 carrriage of matrial flushing cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts.(5% of Lenght of Rising Main has been taken for Flanged)
98	62.01	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 400 400 65 4.80\n Flange Table Flanged Length 5%\n 28 20		20	Rmt
99	63	Laying and Jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of G.I pipes of following dia meters confirming to BIS 3183-2007 (latest with upto date amendment) having wall thickness as per code with bevelled/ plain ends in arandom length of 4 to 7 meters, including manufacturing reducers tapers all shorts pieces bend etc as per site requirement made from parent tubes tees etc. The laying of pipe wil including lowring and laying in excavated trenches to ensuere required level including flushing cleaning and hydrolic testing complete in all respects to the satisfaction of the Engineeer in Charge. The fabricated bends shall have three or four cuts having its rudius not less then five times the dia of pipe. The damaged portion of the pipes and special made for parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminnous paint over a priming coat as per AWWA specification C-203-1978. The welding electroded 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 & Hydrolic testing complete to the best satisfaction & direction of Engineer in Charge with in all leads and lifts.( 95% Lenght of Rising main has been taken for Butt Welding. (L R).
100	63.01	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 400 600 200 65 (HC) 4.80\n Length of butt Welding @95%\n 190		190	Rmt
101	63.02	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 600 830 230 65 (MC) 4.50\n Length of butt Welding @95%\n 218.5		218.5	Rmt
102	64	Laying,jointing testing in trenches to be levelled to grades,GI flanged pipes of following diameter confirming to IS:1239-1990(Part-II)having minimum wall thickness as per IS code and class of pipes specified below, i/c cost of flanges conforming to table as specified below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed specifications and provided with nut & bolts of required size ,3mm thick compressed asbestos fiber gasket/ synthetic rubber gasket, confirming to relevant BIS code including all kind of flanged short pieces,bends,tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the perticular reach as per site condition including flushing cleaning & hydraulic testing as per directions of Engineer in charge. (L R).
103	64.01	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 400 600 200 65 (HC) 4.80\n Flange Table butt welding@ 5%\n 28 10		10	Rmt
104	64.02	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 600 800 200 65 (MC) 4.50\n Flange Table butt welding@ 5%\n 28 10		10	Rmt
105	64.03	RD From To Length in mtrs Pipe (mm) Wall Thickness \n 800 830 30 65 (MC) 4.50\n Flange Table butt welding@ 5%\n 17 1.5		1.5	Rmt
106	65	Pumping Machinery\nProviding 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 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:\n.		2	sets
107	65.01	Discharge (Q) 4.31 LPS of each pump.
108	65.02	Total Dynamic head:- 397.29 meter
109	65.03	a) LWL in sump well (h) 2645 meter
110	65.04	b) Shaft level 2644 meter
111	65.05	c) Level at discharge point 2992 meter
112	65.06	d) Suction lift +ve
113	65.07	e) Discharge head 348 meter
114	65.08	f) Static head 348 meter
115	65.09	Rising main
116	65.1	a) Length 830 meter
117	65.11	b) Dia 65mm
118	65.12	Pumping hours 20 hours
119	65.13	Altitude of installation above MS 1314 meter
120	65.14	Characterstics of water : Clear water with turbidity up to 50 PPM.
121	65.15	a) Temperature 20 degree centigrade.
122	66	Providing ICTP main switch with HRC fuses of Kilburn/ L&T/Siemens/Standard/ 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.		1	Set
123	67	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.1 above and to the entire satisfaction of \nHPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities\n		1	Each
124	67.01	a) OCB/MCCB of MEI/Havels/ standard 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\n		1	Each
125	67.02	b) Earth leakage circuit 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 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 occurance of earth fault on off breaker load side end.\n		1	Each
126	67.03	c) The voltage monitor relay of AE/MEI/L&T / Havells make three phase with all protection and usual indicator and electric siren against single phasing,low voltage,high voltage, reverse phasing, over loading and phase voltage difference as per IS:3482(latest\nedition)\n		1	Each
127	67.04	d) Digital 100 mm diameter circular dial A.C.supply voltmeter of recommended make AE/IMP/Havells of suitable range with selector switches as per Is:4064:1978 with upto date ammendments\n		1	Each
128	67.05	e) Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments\n		1	Each
129	67.06	f) Digital Frequencey meter of standard makeAE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments\n		1	Each
130	67.07	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\n		1	set
131	67.08	h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capacity as per IS:4064:1978 with upto date ammendments\n		2	set
132	67.09	i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments\n		2	set
133	67.1	j) Digital 100mm dia circular dial A.C.supply flush ammeter 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\n		2	set
134	67.11	k) Capacitor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date\nammendments, 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 capacitor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments\n		2	Each
135	67.12	l) Providing suitable oil immersed starter delta/direct on line/auto transformer/. starter rotor starter of 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\n		2	Each
136	67.13	m) Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)\n		2	Each
137	67.14	n) Providing antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337:1971.\n		2	Each
138	68	Providing double flanged CI sluice valve PN1 of Leader/BHEL/Kirlosker/GLEd/Kilburn Fourses / Kartar make and equal to dia of suction pipe and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments\n		2	Each
139	69	Providng double flanged cast steel sluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses make and one step higher then delivery line of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements\n		2	Each
140	70	Providing double flanged swing type cast steel valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and having bye pass arrangements of one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)\n		2	Each
141	71	Providing double flanged cast steel reflux valves class ASA-300 of Leader/BHEL/KILROSKER/Kartar/KILBURN/GLED/FOURSES make and of 65 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments.\n		1	Each
142	72	Providing 100mm dia circular dial analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.\n		2	Each
143	73	Providing discharge meter of standard make to be fixed on the rising main in pump house as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments\n		1	Each
144	74	Installation of all the items apparing at serial No.65 to 73 as per the systematic\ndrawing \n		1	Job
145	75	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.12. The size of the various components to be as under:\n
146	75.01	Suction pipe : One dia higher then the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe\n		10	Rmtr
147	75.02	Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe\n		10	Rmtr
148	75.03	Common header : One dia higher then delivery of pump x 65 mm dia\n and will extend upto 5 meters from the outer wall of the pump house in the\ndirection to be jointed\n		5	Rmtr
149	76	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\n
150	76.01	(a) Motor side (From switch to starter and starter to motor)		10	Rmtr.
151	76.02	(b) Supply side (From Meter of HPSEB to bus bar and switch)		10	Rmtr.
152	77	Providing and fixing double loop earth with copper 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.		1	Job

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Augmentation Of Lwss Dohad Khad To Gram Panchyat Fanaouti And Karshaigad In Anni Block Distt . Kullu H . P Intake Chamber , Sedimentation Tank 25000 Lt Rcc Filter Bed 62 . 00 Sqm 3 Units , Providing Laying Jointing Of R Main 65Mm Dia 830 Rmt , Of , Nirmand-Himachal Pradesh

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Augmentation Of Lwss Dohad Khad To Gram Panchyat Fanaouti And Karshaigad In Anni Block Distt . Kullu H . P Intake Chamber , Sedimentation Tank 25000 Lt Rcc Filter Bed 62 . 00 Sqm 3 Units , Providing Laying Jointing Of R Main 65Mm Dia 830 Rmt , Of , Nirmand-Himachal Pradesh

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