Augmentation Safe Drinking Water Supply Scheme For Village Kotli Ablu Block Kotbhai District Sri Muktsar Sahib Under Nabard Xxiii Project Construction Of Piped Inlet Chanel Storage And Sedimentation Tank Repair Of Pump Chamber Construction Of Suction Cum, Water Supply Scheme Kotli Ablu-Punjab

TDR : 21966018

Tender Notice
BOQ

Expired

Water Supply Scheme Kotli Ablu , Punjab

Tender Brief : Augmentation Safe Drinking Water Supply Scheme For Village Kotli Ablu Block Kotbhai District Sri Muktsar Sahib Under Nabard Xxiii Project Construction Of Piped Inlet Chanel Storage And Sedimentation Tank Repair Of Pump Chamber Construction Of Suction Cum

Document Fees
₹ 1000 /-

EMD
₹ 358197.0 /-

Tender Value
₹ 1.79 Crore /-

Submission Date
29-10-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: CONSTRUCTION OF PIPED INLET CHANNEL, STORAGE & SEDIMENTATION TANK, REPAIR OF PUMP CHAMBER, CONSTRUCTION OF SUCTION CUM SCOUR WELL, CLEAR WATER TANK, CLEAR WATER SUMP, PIPE LINE AT HEAD WORKS, SITE LAYING AT HEAD WORKS. PROVIDING AND INSTALLING OF PUMPING MACHINERY, PROVIDING & INSTALLING PRESSURE TYPE FILTRATION PLANT CAPACITY OF 30 CUM PER HOUR, WATER CONNECTION WITH WATER METER, DISTRIBUTION SYSTEM,CHLORINATION PLANT, OVER HEAD SERVICE RESERVOIR 150 CUM ETC. AND ALL OTHER WORK CONTINGENT THERE TO
1	1	5.2 (i) Carriage of Jallalabad sand (Lead 50 Km) \n6 Km to 50 Km\n	iitem1	221.48	Cum
2	2	5.2 (i) Carriage of Pathankot Sand/ Ghaggar Sand + Bajri (Lead 280 Km) \n0 Km to 275 Km\n	iitem2	260.36	Cum
3	3	5.2 Carriage of Bricks (Lead 10 Km)	iitem3	323706	One Thousand Nos.
4	4	5.1 Extra for every 30 meters additional lead beyond leads, specified in item No. 29.1 and 29.2 above up to 150 metres for making embankment around S/S Tank. \n	iitem4	850.35	Cum
5	5	6.2(g) (i+ii) Earth work excavation in ordinary soil exclusive of compensation of earth\n (g) Compaction :- \n(i) Extra for laying earth as per specification for compaction in 20 cm. layers and dressing but excluding cost of rolling. (ii) Extra for watering the earth laid in 20cm layers as per specification for compaction with water to be made available by department at natural ground level opposite the site of compaction.\n	iitem5	3482.69	Cum
6	6	6.2(g) (iii) (iii) Extra for rolling to specifications Earth filling \n	iitem6	3482.69	Cum
7	7	6.6 Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30m.\n	iitem7	12.1	Cum
8	8	6.8 Earth filling under floors with surplus ordinary soil or soil containing gravel or Kankar up to 40% excavated from foundation and taken only from outside the binding plinth in 15cm layer including ramming, watering and consolidating lead upto 30 Mtr.s.	iitem8	44.65	Cum
9	9	6.21 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with Hydraulic Excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections including all lift and combined lead upto 60m.	iitem9	4670.72	Cum
10	10	9.1 Shuttering for faces of concrete foundation and foundation beams (Vertical or battering)	iitem10	69.49	Sqm
11	11	9.3 Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including attached pillasters buttersses etc. when curved.\n	iitem11	685.36	Sqm
12	12	9.7 Centering & Shuttering for sides and soffits of beams Girders, Lintels etc.\n	iitem12	9.37	Sqm
13	13	9.8 Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc.\n	iitem13	64.23	Sqm
14	14	9.12 Centering & Shuttering for RCC domes\n	iitem14	38.83	Sqm
15	15	10.10(b)(ii) CC 1:4:8 mixer volumetric type with stone ballast 40mm gauge using concrete.\n	iitem15	26.32	Cum
16	16	10.12(ii) Cement concrete 1:2:4 mixer volumetric type with stone ballast or single block.\n	iitem16	0.37	Cum
17	17	10.15 Reinforced cement concrete M-15 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.\n	iitem17	0.44	Cum
18	18	10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.\n	iitem18	34.87	Cum
19	19	10.22 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.\n	iitem19	6.29	Cum
20	20	10.23 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.\n	iitem20	60.54	Cum
21	21	11.5 1st class burnt brick laid in cement sand mortar 1:5 in foundation and plinth.\n	iitem21	9.28	Cum
22	22	11.6 First class burnt brick work laid in cement sand mortar 1:5 in super structure.\n	iitem22	31.79	Cum
23	23	13.13 Terracing consisting of tiles 22.86 Cm x 11.43 Cm x 3.81 Cm laid over 25 mm mud plaster 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 kg per Sqm. On top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.\n	iitem23	29.77	Sqm
24	24	13.45 Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.\n	iitem24	2	Each
25	25	13.51 Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3.\n	iitem25	2	Each
26	26	13.74 Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item)	iitem26	6.1	mtr
27	27	13.75 Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.\n	iitem27	2	Each
28	28	13.76 Providing and fixing 110 mm dia SWR U.P.V.C Coupling/ Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.\n	iitem28	2	Each
29	29	14.24 40mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and top layer 6mm thick with 3mm gauge white marble makrana chipping from indigenous marble laid in 1:1½ (50 Kg of ordinary grey cement and 0.05 cum of white marble chippings).	iitem29	29.77	Sqm
30	30	14.40 20mm thick grey terrazo skirting or dado rubbed and polished granoli thick finish under layer 14mm thick cement sand plaster 1:3 and top layer 6mm thick with 1mm to 4mm gauge white marble makrana chipping laid 1.1/2 including rounding the junctions.	iitem30	19.54	Sqm
31	31	14.108 Providing & fixing Glass strips 4mm thick in floor.\n	iitem31	37.82	mtr
32	32	15.6-15.3 Extra for 4mm thick additional CP 1:4 on LDPE film on side slope & bed\n	iitem32	3451.43	Sqm
33	33	15.7 12.5mm thick cement plaster 1:2\n	iitem33	14.96	Sqm
34	34	15.7+15.48 12.5mm thick cement plaster 1:2 with rendring\n	iitem34	14.4	Sqm
35	35	15.9 12.5mm thick cement plaster 1:4 \n	iitem35	74.67	Sqm
36	36	15.43 Plastering on under side of ceiling 10mm thick cement plaster 1:3.\n	iitem36	29.77	Sqm
37	37	15.54-15.57 Mud plaster 25mm thick without gobri leaping including all material.\n	iitem37	1436.93	Sqm
38	38	15.59 Cement Pointing 1:2 deep variety.\n	iitem38	82.89	Sqm
39	39	15.66 Cement pointing 1:2 flush on brick \nedge flooring.\n	iitem39	25.01	Sqm
40	40	15.67 Cement pointing 1:2 flush on flat brick\nflooring\n	iitem40	1436.93	Sqm
41	41	16.3 White washing (Three coats)\n	iitem41	96.75	Sqm
42	42	16.14 Finishing walls with exterior decorative cement based paints such as snowcem, Rabbiacem etc. on new work two coats to give an even shade\n	iitem42	93.88	Sqm
43	43	16.17+16.18 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.\nPainting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.\n(b) With ordinary quality Paint\n	iitem43	18.61	Sqm
44	44	17.10(iii) Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position.\n(a) Pannelled, Glazed 35mm thick	iitem44	8.09	Sqm
45	45	17.12(ii) Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them)\n	iitem45	1.21	Sqm
46	46	18.24(b) Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, locknotch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete.\n(B) Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter.	iitem46	27.44	mtr
47	47	18.18 Cold Twisted Steel deformed (ribbed/ tor steel) Bars,for Fe 500 grade RCC works,where not included in the complete rate of RCC including bending binding and placing in position complete.\n	iitem47	85.77	qtl
48	48	19.16 Extra allowance for scaffolding in tile, brick\nand concrete lining for side slopes only.\n	iitem48	1436.93	Sqm
49	49	19.23 (b) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-\nDepth exceeding 1.5 Mtr but upto 3.00 Mtr\n	iitem49	813.51	Cum
50	50	28.7(b)+28.1 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe as per IS 8329 DI-K9 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage and cost of excavation. \n( d) 200 mm i/d pipe lines laid complete	iitem50	19	mtr
51	51	28.7(b)+28.1 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. - K9 Pipes (S&S) per IS:8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage and cost of excavation. \n( d) 200 mm i/d pipe lines laid complete	iitem51	90	mtr
52	52	28.1+28.13+28.18(b) Excavation manually in trenches for Pipe Lines with straight or all open cutting in streets and drains in built up area where width of street/lane from wall to wall is less than 3.00 Mtr.s. including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering, including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. and removal of surplus soil the site upto 15.00 Mtrs. \n(a) Earth work upto 1.50 Mtrs. depth. \nProviding, Stringing out P.V.C. pipes as per ISI- 4985 (ISI marked with the prior approval of Engineer-In-Charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including cost of specials complete as per specifications. \nSupplying, fixing and jointing PVC/HDPE pipes Specials complete as desired by Engineer-in-charge \n(xiv) 200 mm o/d (4 Kgf./cm2)	iitem52	190	mtr
53	52.1	(xiv) 90mm o/d (6 Kgf./cm2)\n	iitem53	74.65	mtr
54	52.2	(xii) 63mm o/d (6 Kgf./cm2)\n	iitem54	2665.26	mtr
55	53	28.2(a)+28.13(b)+28.18(a) Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for Pipe Lines with straight or all open cutting in streets or open area including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering, including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. and removal of surplus soil the site upto 15 Mtr.s. distance complete in all respects.\n(a) Earth work upto 1.50 Mtr.s. depth. \nProviding, Stringing out P.V.C. pipes as per ISI- 4985 (ISI marked with the prior approval of Engineer-In-Charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including cost of specials complete as per specifications. \nSupplying, fixing and jointing PVC/HDPE pipes Specials complete as desired by Engineer-in-charge \nb) For Pipe lines outside Habitations and in the open area/Field \n(xii) 63 mm o/d PVC pipe (6 Kgf. /cm2)	iitem55	15720	mtr
56	53.1	(xiv) 90mm o/d (6 Kgf./cm2)\n	iitem56	2972.42	mtr
57	53.2	(xv) 110mm o/d (6 Kgf./cm2)\n	iitem57	925.93	mtr
58	53.3	(xvi) 160mm o/d (6 Kgf./cm2)\n	iitem58	523.32	mtr
59	53.4	(xvii) 200mm o/d (6 Kgf./cm2)\n	iitem59	777.82	mtr
60	54	28.23(a) Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.\n(e) 150mm i/d\n	iitem60	5	mtr
61	55	28.25(a) Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects.\n(a) D.I. specials upto 300mm i/d\n	iitem61	104	mtr
62	56	28.27(a) Providing & fixing C.I/D.I. flanged end, stem of SS (AIS 1410) and Bronzel (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approved of Engineer-in-charge) \n Class PN-1 as per ISI\n(b) 100 mm i/d Sluice Valve Flanged\n	iitem62	10	Each
63	56.1	(c) 150 mm i/d Sluice Valve Flanged\n	iitem63	2	Each
64	56.2	(d) 200 mm i/d Sluice Valve Flanged\n	iitem64	8	Each
65	57	28.31 Providing & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS-5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. Complete Note: If Non-return vlaves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra.\n(d) 200mm i/d\n	iitem65	1	Each
66	58	28.36 Providing and laying, jointing, fixing, testing G.I. Pipe Lines B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.\n(e) 50mm i/d\n	iitem66	10	mtr
67	59	28.43 Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe line laid in the ground or inside buildings including all carriage complete.\n(e) 50mm i/d\n	iitem67	1	Each
68	60	28.66(b) Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawing of public health department. (Size 0.90 x 0.90 Mtr.)\n	iitem68	19	Each
69	61	28.71 Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/Bocki method.Including excavation , stringing and jointing of pipe upto 160mm complete.\n	iitem69	75	Each
70	62	29.26 First class flat brick paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.\n	iitem70	5451.08	Sqm
71	63	29.29 First Class Brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to template, over dressed foundation and to correct longitudinal and cross slopes as shall required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.\n	iitem71	237.78	Sqm
72	64	29.36(a)(c) Providing and Fixing 560mm, 500mm and 450mm internal Diametre circular or 455 mm x 610mm clear inside opening rectangular cast iron manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines and levels in 1:2 cement sand mortar over manholes including cement concrete copping (1:2:4) around the frame etc. Dia of steel for lifting hook is 16mm.\nC ) R.C.C. Manhole cover\nd ) 560mm i/d Heavy duty	iitem72	3	Each
73	65	29.37 Providing orange color safety footrest of minimum 6mm thick plastic encapsulated as per IS 10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mmx26mm and overall minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm trend on top surface by ribbing or chequaring besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75 cm cement concrete block 1:2:4 complete as per design.	iitem73	20	Each
74	66	33.03 Recessed conduit pipe wiring system Wiring in PVC insulated copper conductor single core FRLS cable (ISI marked), 1100volts grade to be laid in heavy gauge welded conduit pipe 20 mm/25 mm dia (1.6mm thick) ISI Marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for having electronic fan regulators (socket size), bell push, electronic buzzer, 3pin 6Amp., 3pin 16/20 Amp. Sockets and 6 Amp./16/20Amp. Swithces (flush piano type accessories) etc. and covered with brown bakelite white glazed translucent backside painted sheet 3mm thick etc., & including the cost of flush piano type switches/sockets, step type electronic fan regulator 100 watts, PVC connector (For Fan Box and Electronic Buzzer), PVC Bush, Steel Hooks, Circular Inspection Box (Recessed Type and Deep Type) conduit pipe & copper wire and other petty material etc. including the cost of cutting and filling up of chases:-\n(i) a Fan points 1.5 mm² (1/1.40 mm) cable	iitem74	1	Each
75	66.1	(ii) Light points 1.5 mm² (1/1.40 mm) cable	iitem75	2	Each
76	66.2	(iv) Wiring 3 Pin 6 AMP plug control	iitem76	1	Each
77	67	33.13(i) G.I. EARTHING: Earthing of Sheet metal/ iron clad Switches and metallic cases etc., with No. 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe partly recessed and partly on surface complete with 135cm long 50mm dia. G.I. earth pipe with G.I. reducing socket (50mm x 15mm) including erection of the same, 10 meter below ground level with necessary charcoal & salt mixture etc.	iitem77	2	Each
78	68	NS Provision for providing & fixing Aluminum Ladder inside the existing OHSR Container complete in all respects as per approval of Engineer-In-Charge.\n	iitem78	1	Job
79	69	NS Provision for providing & fixing M.S. Ladder inside the existing OHSR Container complete in all respects as per approval of Engineer-In-Charge.\n	iitem79	1	Job
80	70	NS Providing and Placing 25mm thick Tibba Sand in Bed of S/S tank including Carraige complete in all respects as per drawing attached. \n	iitem80	50.36	Cum
81	71	NS Providing and placing LDPE Film 250 micron thick in bed of S/S tank and side slope including over lapping LDPE film will be used only after testing as per ISI code 2508/1984 from centeral Institue of Plastic Engineering & Technology Amritsar (Cost will be borne by the Contractor) complete in all respects as per drawing attached. \n	iitem81	3451	Sqm
82	72	NS Providing & Fixing floating Arm complete with sluice valve, survival bend wheel brackets and guides etc. complete in all respects as per approval of Engineer-In-Charge.\n200mm i/d 4.25 Mtr. Long	iitem82	1	Each
83	73	NS Supplying & fixing bell mouth with double flanged heavy duty puddle collar Material shall be duty ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge.\n(d) 200 mm i/d	iitem83	9	Each
84	74	NS Supplying, laying, Jointing and testing CI double flanged pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve complete in all respect.\n	iitem84	1	Each
85	75	NS Construction of foundation for making foundation for raw water set and clear water set machinery complete in all respects as per approval of Engineer-In-Charge. \n	iitem85	1	Each
86	76	NS Providing & fixing 150 mm C.I. cowl (T-Shape) Ventilator. Material shall be duly ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge. \n	iitem86	2	Each
87	77	NS Dismantling brick or Stone flooring without concrete base as per CSR Item No. 18.19 and dry brick on edge paving and relaying of dry brick on edge paving with a dismantled bricks including sand grouting complete in all respects as per approval of Engineer-In-Charge. \n	iitem87	9382.44	mtr
88	78	NS Dismantling Interlocking tiles flooring or Stone flooring without concrete base as per CSR Item No. 18.19 and dry brick on edge paving and relaying of dry brick on edge paving with a dismantled bricks including sand grouting complete in all respects as per approval of Engineer-In-Charge. \n	iitem88	82.86	mtr
89	79	NS Compaction of road cuts, dismantling of bituminous and granular courses of flexible pavement by mechanical means and back filling of excavation earth, fully compacted original ground level upto a level 500mm below road crust including the disposal of dismantled material up to lead of 1000m stacking service able and unserviceable material separately as per technical clause-202 of MORT & H specification. \n	iitem89	6500	mtr
90	80	NS Providing fixing & testing centrifugal pumping set comprising reputed make electric motor 3 Ph 415 V, 50 Hz, directly coupled to pump reputed make motor pump horizontal split casing with panel board consisting of electric appliances. Such as automatic L&T starter, L&T push button, L&T main switch L&T volt meter and Amp. Meter, ELCB Havells, Epcos shunt capacitors, Single phase preventer L&T, LED indicator, Kitkat Max, complete in all respect. Including Electric Wiring inside Pump Chamber & panel board consisting of starter, shunt, capacitor, Volt meter, Amp. meter etc. complete in all respect.\nClear water Pumping Set (At H/W)\nDriven with electric motor of 10.00 BHP \n	iitem90	1	Each
91	81	NS Construction of boundary Wall of 2.10 Mtrs. Height with Concrete Jali of size 2.51 x 1.07 Mtrs. Around the water works as per drawing including Carriage of material complete in all respects as per drawing as per DWSS.\n	iitem91	519	mtr
92	82	NS Repair of 3.62 mtr. wide main gate & 1.22 Mtrs. wicket gate with Construction of masonry pillars as per drawing including Carriage of material complete in all respects as per drawing as per DWSS.\n	iitem92	1	Each
93	83	NS Provision for construction of footpath with cement concrete Interlocking paver block in side water works as per drawing including Carriage of material complete in all respects as per drawing as per DWSS.\n	iitem93	200	mtr
94	84	NS Providing & Fixing Sign Board at water works including Carriage of material as per drawing including Carriage of material complete in all respects as per drawing as per DWSS.	iitem94	1	Each
95	85	NS Provision for leveling of water works site with Tractor & Kraha complete in all respects as per approval of Engineer-In-Charge.	iitem95	20	Per Hrs
96	86	NS Construction and designing of One No. RCC OHSR of 150000 Liters Capacity having height 23.50 Mtrs. up to FSL and sill level not less than 19.00 Mtrs including the cost of Inlet, Outlet, Overflow & Scour & Vertical Pipes, CI Duck Foot Bends, expansion Joints, Puddle Collar, Lightening Conductor, Earthling, 2 Nos. MS Steel Ladder outside and aluminum ladder inside Tank, Portion Stair Case with case with G.I. Pipe railing on both sides in two rows, ventilation, Inlet and Outlet Scour & Over flow Sluice Valves and making connection with rising main and distribution pipe line painting two coats with priming coat with ready mixed ISI marked paint, complete in all respects including conducting bearing capacity test of soil submission of test report as per DWSS specifications & drawings attached including cost of C.C. plinth protection and electronic Water Level Indicator. \n(The specifications & drawing are based on safe bearing capacity of soil of 8.75 Tonne per sqm. In case the safe bearing capacity of soil is less than 8.75 Tonne Per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. Bearing Capacity 7.78 T/m2 at 1.70 Mtrs. below BGL and 9.32 T/m2 at 2.00 Mtrs. BGL. So, foundation for this OHSR is proposed at 2.00 Mtrs. BGL instead of 1.70 Mtrs. BGL. The height of OHSR 1.00 Mtrs increased from standard height due to maintain the minimum terminal head 12.00 Mtrs)	iitem96	1	Job
97	87	NS Extra excess raft foundation due to less BC\ni.e. 7.74 T/Sqm at 1.70 Mtrs. BGL instead of 8.75 T/Sqm at 1.70 Mtrs. BGL design of foundation of OHSR should be submitted by the contractor and approved by the Engineer-in-charge. Overall specification not less than the standard drawing of DWSS world bank Project)\n	iitem97	1	Job
98	88	NS Providing & fixing electric fan & regulator etc. Fan shall be duly ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge.	iitem98	1	Job
99	89	NS Providing house hold connection wth water meter laying, jointing, fixing, testing MDPE pipes (as approved by Engineer-in-Charge) including cost of excavation, refilling, water meter, C.I. bib cock as per IS:210 with stainless steel spindle, 20mm o/d MDPE pipe 4.50 m (lenght on average basis), 3\" i/d clamp, G.M. ferrule ISI marked, connection of 15mm i/d ferrule medium, specials such as tees, bends, sockets, elbows, nippeles (100mm and 150mm) Union couplings, G.I. hooks etc. and gun metal peet valve (Heavy pattern) with hand wheels on MDPE pipe lines laid in the ground or inside buildings, cutting, threading, making hole in wall and testing in trenches in the ground. All material should be of approved make (to the approval of Engineer-in-Charge) Complete Jo in all respect including cost of carriage. (Refer CSR item nos. 28.34b, 30.65b, 28.40a, 28.43a, 28.46) (As Per Annexure - 1)	iitem99	782	Each
100	90	NS Providing & fixing CFL 25 W bulb shall be duly ISI marked and of reputed brand should be used.\n	iitem100	2	Each
101	91	NS Providing & fixng light CFL 15 w. CFL bulb shall be duly ISI marked and of reputed brand should be used.\n	iitem101	2	Each
102	92	NS Providing, installing, testing & commissioning one no. Electrically actuated, diaphragm operated, Metering system, chemical dosing Chlorinator, suitable for delivering 0.5 to 0.6 litres of blEaching powder solution/ sodium hypo solution per hour under maximum delivering pressure upto 7 kgcm^2 and suction lift not less than 1.5m as per DWSS standard Specification.	iitem102	1	Each
103	93	NS Providing, Installing, commissioning of Pressure Sand Filtration plant of capcity 30 cum/hr and operation & maintencnce of pressure sand filtration plant of 3 months. Complete in all respects as per DNIT Specifications (Anexure-A) & Special Conditions (Annexure-B) \n	iitem103	1	Job
104	94	NS Dismanteling of existing Pump chamber upto ground level complete in all respects as per approval of Engineer-In-Charge. \n	iitem104	1	Job
105	95	NS Credit of old Dismantled Bricks & steel etc. \nSee below Sr. No. 18\n	iitem105	1	Job
106	96	NS Credit of old Dismantled Motor Pipes and Specials etc. See below Sr. No. 18\n	iitem106	1	Job
107	97	NS Backfilling of earth work borrowed from land including carriage and compaction complete in all respects as per approval of Engineer-In-Charge. \n\n	iitem107	44.65	Cum

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Augmentation Safe Drinking Water Supply Scheme For Village Kotli Ablu Block Kotbhai District Sri Muktsar Sahib Under Nabard Xxiii Project Construction Of Piped Inlet Chanel Storage And Sedimentation Tank Repair Of Pump Chamber Construction Of Suction Cum, Water Supply Scheme Kotli Ablu-Punjab

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Augmentation Safe Drinking Water Supply Scheme For Village Kotli Ablu Block Kotbhai District Sri Muktsar Sahib Under Nabard Xxiii Project Construction Of Piped Inlet Chanel Storage And Sedimentation Tank Repair Of Pump Chamber Construction Of Suction Cum, Water Supply Scheme Kotli Ablu-Punjab

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