Bifurcation Of Water Supply Scheme Malsiyan 2 Nos From Existing W S Scheme Haweli 5 Nos Block Shahkot Distt Jalandhar Under Prwssip 1A Ii Nrdwsp Project Providing And Installing Deep Tubewell 250X200mm I/D Telescopic 150 Mtr Deep With 20Mtr Stainless, In Distt Jalandhar-Punjab

TDR : 21552546

Tender Notice
BOQ

Expired

In Distt Jalandhar , Punjab

Tender Brief : Bifurcation Of Water Supply Scheme Malsiyan 2 Nos From Existing W S Scheme Haweli 5 Nos Block Shahkot Distt Jalandhar Under Prwssip 1A Ii Nrdwsp Project Providing And Installing Deep Tubewell 250X200mm I/D Telescopic 150 Mtr Deep With 20Mtr Stainless

Document Fees
₹ 100 /-

EMD
₹ 133300.0 /-

Tender Value
₹ 66.65 Lakhs /-

Submission Date
23-09-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: BIFURCATION OF WATER SUPPLY SCHEME MALSIYAN (2 Nos.) (MH-FC) FROM EXISTING W/S SCHEME HAWELI (5 No.) BLOCK SHAHKOT DISTT. JALANDHAR. (UNDER PRWSSIP 1A(ii)/ NRDWSP PROJECT)Providing and Installing deep tubewell 250x200mm i/d Telescopic 150 mtr deep with 20mtr Stainless strainer with Hand Boring Machine (Regular bore), Const. Pump Chamber size 3.05x3.70mtr. With gravel pit in pump Chamber with Sanitary Latrine, Providing & Installing Pumping Machinery, Disinfections Unit Electronically actuated Type, All Civil Works, Supplying and laying of PVC pipes, valves and specials for Rising Main in PVC pipe and Distribution System etc. Water connection, Constructing 1 No. of 100KL capacity having height of 20.50m Bottom, 25.00 mtr. upto FSL including the cost of inlet, outlet, overflow & scour & vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with G.I pipe railing on both sides Ventilation, Aluminum ladder inside OHSR, Scour/overflow Sluice valves and making connections with rising main and distribution pipe line complete in all respects. Operation and Maintenance water supply system including machinery, Pump Operator Cum-Chowkidar, Sodium Hypo Chloride solution with storage tank of sufficient disinfection for 3 Months after completion and Environment Management at water work site.
1	1	TUBEWELL
2	1.1	Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as required such as Telescopic/hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.
3	1.2	Boring with 300mm i/d Housing pipe upto 150m depth BGL	150	Mtr
4	2	Supplying, lowering of MS Pipe as per IS:4370-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
5	2.1	250mm nominal diameter (weight 52.3 kg per meter) 8.0 mm thickness.	90	Mtr
6	2.2	200mm nominal diameter (weight 41.6 kg per meter) 8.00mm thickness	36	Mtr
7	3	Providing and fixing M.S taper/reducer made out of thick 6mm M.S. Sheet complete in all respect.
8	3.1	Reducer 250mm x 200mm	1	Mtr
9	4	Supplying & Lowering of stainless steel cage type wire wound screen as per IS: 8110-2000 or latest ISI marked ,duly welded with suitable grade SS welding electrode to Lower the Strainer into tubewell bore.
10	4.1	200mm internal diameter (slot size 0.15mm) 6.30mm thickness	20	Each
11	5	Supplying, fixing and lowering of stainless steel socket as per IS 8110-2000 or latest,ISI marked duly welded with suitable grade ss welding electrode to lower the strainer into tubewell bore complete in all respect.
12	5.1	200mm Internal diameter	2	Each
13	5.2	250mm Internal diameter	2	Each
14	6	Supplying lowering & fixing of MS special socket to connect S.S Strainer to M.S pipe duly welded with suitable grade welding electrode complete in all respect.
15	6.1	200mm Internal diameter	2	Each
16	6.2	250mm Internal diameter	2	Each
17	7	Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.	1	Each
18	8	Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.	1	Each
19	9	Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect.
20	9.1	200mm internal diameter (weight 41.6kg per metre) 8.0 mm thickness	4	Mtr
21	10	Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.
22	10.1	250mm internal diameter	1	Each
23	11	Development and Stabilizing of the tubwell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
24	11.1	Capacity of Air compressor 300 cfm at 250 PSI	10	Hours
25	12	Development and Stabilizing of the tubwell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.	8	Hours
26	13	Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis)	3	Each
27	14	Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)	1	Each
28	15	OHSR\nConstructing one No. of 100 KL (100000 litres) Capacity with sill level not less than 20.50m height upto FSL 25.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K9 D/F expansion joints or latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and D.I. K9 D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow D.I. K9 double flanged pressure pipes horizontally as per IS 8329/2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel & painting of all complete shall be included in cost & P/F aluminium leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Preminum including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling, including overflow scower haudi complete in all respects.	1	Job
29	16	DISTRIBUTION\nProviding, Laying, Fixing and Jointing of P.V.C. Pipes as per ISI-4985 (ISI mark with the prior approval of Engineer in Charge along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.\nspecifications for Manually Excavation including speicals (6kgf/ cm2) Pressure
30	16.1	PVC pipe 63mm o/d PVC 6 kg/cm2	2122	Mtr
31	17	Providing, Laying, Fixing and Jointing of P.V.C. Pipes as per ISI-4985 (ISI mark with the prior approval of Engineer in Charge along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. for more than 3 mtr. Street width.\n(Mechanically ) (6kg/ cm2) Pressure
32	17.1	PVC pipe 63mm o/d PVC 6 kg/cm2	4036	Mtr
33	17.2	PVC pipe 90mm o/d PVC 6 kg/cm2	2252	Mtr
34	17.3	PVC pipe 110mm o/d PVC 6 kg/cm2	448	Mtr
35	17.4	PVC pipe 160mm o/d PVC 6 kg/cm2	316	Mtr
36	17.5	PVC pipe 210mm o/d PVC 6 kg/cm2	185	Mtr
37	18	Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal Position. as per specifications for Manually Excavation including speicals
38	18.1	PVC pipe 63mm o/d	1586	Mtr
39	19	Dismantling of metalled road and back filling with excavated earth, fully compacted. (Contractor shall quote rate only for the The restoration of the metalled road to its original condition will be done by the concerned department i.e. PWD B&R / PMB / Panchyati Raj)
40	19.1	PVC pipe ALL o/d	5418	Mtr
41	20	Hand Boring Horizaintal for crossing of under Road crossing.\n12 Nos.×6 =72 Mtr	72	Mtr
42	21	Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
43	21.1	80mm I/d	12	Nos
44	21.2	100mm i/d	4	Nos
45	21.3	150mm i/d	2	Nos
46	21.4	200mm i/d	1	Nos
47	22	Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department of Size 0.6m x 0.6m (Including Carriage)	16	Nos
48	23	Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department of Size 0.9m x 0.9m (Including Carriage)	3	Nos
49	24	Connection with Existing PVC pipe including cost of PVC tee and PVC Saddle piece and earth work in Excavation & back filling complete in all respect	12	Nos
50	25	Dismantling and restoration cement concrete complete in all respect as per DWSS standard approved analysis.\nPVC pipe 63mm o/d	134	Nos
51	26	HOUSE SERVICE CONNECTIONS\nWater Connection\nProviding proposed water connection to household up to wall with providing, laying jointing, testing GI pipe lines 15mm i/d=2.50mtr B-class, (Above GL), Prov. & fixing MDPE pipe 15mm i/d with specials 2.00Mtr (Below GL), including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in ground andISI marked 15mm i/d GM furrule as per IS:2692 and 3\" i/d clamp with C.I. bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make Complete in all respects	650	Nos
52	27	CHLORINATION & DISINFECTION\nProviding, Installing, testing & commissioning one No. Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6 Litres of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg.cm2, and suction lift not less than 1.5 m, as per DWSS standard specifications.	1	Nos
53	28	PUMPING MAIN\nProviding, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenhes to correct alignment and gradients, cutting, jointing and testing complete as per specifications
54	28.1	160 mm o/d pipe of 10kg/sqcm	30	Mtr
55	29	Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nuts, Bolts & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
56	29.1	150mm i/d	2	Nos
57	30	Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department (Including Carriage)
58	30.1	Size 0.9m. X 0.9m.	2	Nos
59	31	PUMPING MACHINERY\nProviding & installing testing & commisioning of 1 no electrically driven Submersible Pump capable of delivering 660 LPM against a head of 72 mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil imeersed starter, Main Switch, VM, AMpere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. including M.s column Pipe of IS 1239-2004 medium class size 100mm and Length 50 mtr. (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 120 Mtr Length and 6.00mm2 size as per IS694-1990 reaffirmed 2000. Including cost of Electronic over currant relay complete in all respects
60	31.1	660 LPM, HEAD 72mtr (Motor with Pump)	1	Nos
61	31.2	Panel Board	1	Nos
62	31.3	Cable (Size/Cost) 6.00mm2	120	Mtr
63	31.4	Column Pipe (G.I)( Size/Length) (100mm i/d)	50	Mtr
64	32	D.I. FITTING\nProviding and installing 150mm dia delivery main (From Tube well to Duck Foot bend including cost of D.I K9 Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects as Annexure A12 – 1 & Drawings D-12 & D-17.	1	Job
65	33	PUMP CHAMBER \nConstruction of Pump Chamber size 3.05m×3.70m, With gravel pit but including electric wiring as per DWSS standard design & analysis, complete in all respects. Including cost of carriage.\nIncluding provision for Sanitary Latrine in pump Chamber for Foundation and plinth of WC rooms including flooring, PVC pipes, Junction Box, 1 Nos. Leach Pits, Super structure WC Room etc.	1	Job
66	34	DEVELOPMENT OF HEADWORKS\nProviding & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing.	356	Mtr
67	35	Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4\" x 4\", size top 3\" x 4\",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects including carriage.	50	Nos
68	36	Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing	30	Nos
69	37	Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects including carriage as per standard Drawing.	4	Nos
70	38	Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing complete in all respect including carriage.	1	Nos
71	39	Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing complete in all respects including carriage.	15	m
72	40	Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing	1	Nos
73	41	OPERATION & MAINTENANCE COST WITHOUT ELECTRICITY CHARGES\nOperation and Maintenance water supply system for 3 Months including operating of machinery , repair of leakages, supplying of full time Pump Operator cum- Chowkidar, supply of Sodium Hypo Chlorite solution for disinfection for 3 months after completion.	1	Job
74	42	ENVIROMENT\nMaking lawns including ploughing & dragging with 'Sohaga' breaking of clods, removal of earth rubbish dressing & Supplying doob grass roots and planting at 15 cm. apart including Supplying and spreading of farm yard manure@ 0.18 cum per 100 sqm & loosening.	150	Sqm
75	43	Supplying and planting permanent trees including digging of earth pits size 75cmx75cmx75 cm deep, refilling the excavated earth with manure supplied @ 0.113 cum each and watering Supplying through tractor tanker. (Trees like Neem, Ashoka, Dake, Arjun etc.)	15	Each
76	44	Planting ground cover plants including digging and refilling of bed with excavated soil and FYM, Fertilizer and insecticides, planting of saplings, at 30cm distance from plant to plant and row to row, providing and fixing brick tiles, edging.	15	Each
77	45	Planting flower beds including digging and refilling of beds with excavated soil and FYM, fertilizer and insecticides, planting of sapling at 30 cm distance from plant to plant and row to row.	20	Sqm
78	46	Provision for one way stand post with khura complete in all respects.	1	Job

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Bifurcation Of Water Supply Scheme Malsiyan 2 Nos From Existing W S Scheme Haweli 5 Nos Block Shahkot Distt Jalandhar Under Prwssip 1A Ii Nrdwsp Project Providing And Installing Deep Tubewell 250X200mm I/D Telescopic 150 Mtr Deep With 20Mtr Stainless, In Distt Jalandhar-Punjab

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Name of Work: BIFURCATION OF WATER SUPPLY SCHEME MALSIYAN (2 Nos.) (MH-FC) FROM EXISTING W/S SCHEME HAWELI (5 No.) BLOCK SHAHKOT DISTT. JALANDHAR. (UNDER PRWSSIP 1A(ii)/ NRDWSP PROJECT)Providing and Installing deep tubewell 250x200mm i/d Telescopic 150 mtr deep with 20mtr Stainless strainer with Hand Boring Machine (Regular bore), Const. Pump Chamber size 3.05x3.70mtr. With gravel pit in pump Chamber with Sanitary Latrine, Providing & Installing Pumping Machinery, Disinfections Unit Electronically actuated Type, All Civil Works, Supplying and laying of PVC pipes, valves and specials for Rising Main in PVC pipe and Distribution System etc. Water connection, Constructing 1 No. of 100KL capacity having height of 20.50m Bottom, 25.00 mtr. upto FSL including the cost of inlet, outlet, overflow & scour & vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with G.I pipe railing on both sides Ventilation, Aluminum ladder inside OHSR, Scour/overflow Sluice valves and making connections with rising main and distribution pipe line complete in all respects. Operation and Maintenance water supply system including machinery, Pump Operator Cum-Chowkidar, Sodium Hypo Chloride solution with storage tank of sufficient disinfection for 3 Months after completion and Environment Management at water work site.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	TUBEWELL
2	1.1	Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as required such as Telescopic/hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.
3	1.2	Boring with 300mm i/d Housing pipe upto 150m depth BGL		150	Mtr
4	2	Supplying, lowering of MS Pipe as per IS:4370-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
5	2.1	250mm nominal diameter (weight 52.3 kg per meter) 8.0 mm thickness.		90	Mtr
6	2.2	200mm nominal diameter (weight 41.6 kg per meter) 8.00mm thickness		36	Mtr
7	3	Providing and fixing M.S taper/reducer made out of thick 6mm M.S. Sheet complete in all respect.
8	3.1	Reducer 250mm x 200mm		1	Mtr
9	4	Supplying & Lowering of stainless steel cage type wire wound screen as per IS: 8110-2000 or latest ISI marked ,duly welded with suitable grade SS welding electrode to Lower the Strainer into tubewell bore.
10	4.1	200mm internal diameter (slot size 0.15mm) 6.30mm thickness		20	Each
11	5	Supplying, fixing and lowering of stainless steel socket as per IS 8110-2000 or latest,ISI marked duly welded with suitable grade ss welding electrode to lower the strainer into tubewell bore complete in all respect.
12	5.1	200mm Internal diameter		2	Each
13	5.2	250mm Internal diameter		2	Each
14	6	Supplying lowering & fixing of MS special socket to connect S.S Strainer to M.S pipe duly welded with suitable grade welding electrode complete in all respect.
15	6.1	200mm Internal diameter		2	Each
16	6.2	250mm Internal diameter		2	Each
17	7	Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.		1	Each
18	8	Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.		1	Each
19	9	Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect.
20	9.1	200mm internal diameter (weight 41.6kg per metre) 8.0 mm thickness		4	Mtr
21	10	Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.
22	10.1	250mm internal diameter		1	Each
23	11	Development and Stabilizing of the tubwell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
24	11.1	Capacity of Air compressor 300 cfm at 250 PSI		10	Hours
25	12	Development and Stabilizing of the tubwell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.		8	Hours
26	13	Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis)		3	Each
27	14	Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)		1	Each
28	15	OHSR\nConstructing one No. of 100 KL (100000 litres) Capacity with sill level not less than 20.50m height upto FSL 25.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K9 D/F expansion joints or latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and D.I. K9 D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow D.I. K9 double flanged pressure pipes horizontally as per IS 8329/2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel & painting of all complete shall be included in cost & P/F aluminium leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Preminum including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling, including overflow scower haudi complete in all respects.		1	Job
29	16	DISTRIBUTION\nProviding, Laying, Fixing and Jointing of P.V.C. Pipes as per ISI-4985 (ISI mark with the prior approval of Engineer in Charge along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.\nspecifications for Manually Excavation including speicals (6kgf/ cm2) Pressure
30	16.1	PVC pipe 63mm o/d PVC 6 kg/cm2		2122	Mtr
31	17	Providing, Laying, Fixing and Jointing of P.V.C. Pipes as per ISI-4985 (ISI mark with the prior approval of Engineer in Charge along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. for more than 3 mtr. Street width.\n(Mechanically ) (6kg/ cm2) Pressure
32	17.1	PVC pipe 63mm o/d PVC 6 kg/cm2		4036	Mtr
33	17.2	PVC pipe 90mm o/d PVC 6 kg/cm2		2252	Mtr
34	17.3	PVC pipe 110mm o/d PVC 6 kg/cm2		448	Mtr
35	17.4	PVC pipe 160mm o/d PVC 6 kg/cm2		316	Mtr
36	17.5	PVC pipe 210mm o/d PVC 6 kg/cm2		185	Mtr
37	18	Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal Position. as per specifications for Manually Excavation including speicals
38	18.1	PVC pipe 63mm o/d		1586	Mtr
39	19	Dismantling of metalled road and back filling with excavated earth, fully compacted. (Contractor shall quote rate only for the The restoration of the metalled road to its original condition will be done by the concerned department i.e. PWD B&R / PMB / Panchyati Raj)
40	19.1	PVC pipe ALL o/d		5418	Mtr
41	20	Hand Boring Horizaintal for crossing of under Road crossing.\n12 Nos.×6 =72 Mtr		72	Mtr
42	21	Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
43	21.1	80mm I/d		12	Nos
44	21.2	100mm i/d		4	Nos
45	21.3	150mm i/d		2	Nos
46	21.4	200mm i/d		1	Nos
47	22	Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department of Size 0.6m x 0.6m (Including Carriage)		16	Nos
48	23	Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department of Size 0.9m x 0.9m (Including Carriage)		3	Nos
49	24	Connection with Existing PVC pipe including cost of PVC tee and PVC Saddle piece and earth work in Excavation & back filling complete in all respect		12	Nos
50	25	Dismantling and restoration cement concrete complete in all respect as per DWSS standard approved analysis.\nPVC pipe 63mm o/d		134	Nos
51	26	HOUSE SERVICE CONNECTIONS\nWater Connection\nProviding proposed water connection to household up to wall with providing, laying jointing, testing GI pipe lines 15mm i/d=2.50mtr B-class, (Above GL), Prov. & fixing MDPE pipe 15mm i/d with specials 2.00Mtr (Below GL), including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in ground andISI marked 15mm i/d GM furrule as per IS:2692 and 3\" i/d clamp with C.I. bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make Complete in all respects		650	Nos
52	27	CHLORINATION & DISINFECTION\nProviding, Installing, testing & commissioning one No. Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6 Litres of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg.cm2, and suction lift not less than 1.5 m, as per DWSS standard specifications.		1	Nos
53	28	PUMPING MAIN\nProviding, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenhes to correct alignment and gradients, cutting, jointing and testing complete as per specifications
54	28.1	160 mm o/d pipe of 10kg/sqcm		30	Mtr
55	29	Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nuts, Bolts & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
56	29.1	150mm i/d		2	Nos
57	30	Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department (Including Carriage)
58	30.1	Size 0.9m. X 0.9m.		2	Nos
59	31	PUMPING MACHINERY\nProviding & installing testing & commisioning of 1 no electrically driven Submersible Pump capable of delivering 660 LPM against a head of 72 mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil imeersed starter, Main Switch, VM, AMpere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. including M.s column Pipe of IS 1239-2004 medium class size 100mm and Length 50 mtr. (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 120 Mtr Length and 6.00mm2 size as per IS694-1990 reaffirmed 2000. Including cost of Electronic over currant relay complete in all respects
60	31.1	660 LPM, HEAD 72mtr (Motor with Pump)		1	Nos
61	31.2	Panel Board		1	Nos
62	31.3	Cable (Size/Cost) 6.00mm2		120	Mtr
63	31.4	Column Pipe (G.I)( Size/Length) (100mm i/d)		50	Mtr
64	32	D.I. FITTING\nProviding and installing 150mm dia delivery main (From Tube well to Duck Foot bend including cost of D.I K9 Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects as Annexure A12 – 1 & Drawings D-12 & D-17.		1	Job
65	33	PUMP CHAMBER \nConstruction of Pump Chamber size 3.05m×3.70m, With gravel pit but including electric wiring as per DWSS standard design & analysis, complete in all respects. Including cost of carriage.\nIncluding provision for Sanitary Latrine in pump Chamber for Foundation and plinth of WC rooms including flooring, PVC pipes, Junction Box, 1 Nos. Leach Pits, Super structure WC Room etc.		1	Job
66	34	DEVELOPMENT OF HEADWORKS\nProviding & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing.		356	Mtr
67	35	Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4\" x 4\", size top 3\" x 4\",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects including carriage.		50	Nos
68	36	Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing		30	Nos
69	37	Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects including carriage as per standard Drawing.		4	Nos
70	38	Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing complete in all respect including carriage.		1	Nos
71	39	Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing complete in all respects including carriage.		15	m
72	40	Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing		1	Nos
73	41	OPERATION & MAINTENANCE COST WITHOUT ELECTRICITY CHARGES\nOperation and Maintenance water supply system for 3 Months including operating of machinery , repair of leakages, supplying of full time Pump Operator cum- Chowkidar, supply of Sodium Hypo Chlorite solution for disinfection for 3 months after completion.		1	Job
74	42	ENVIROMENT\nMaking lawns including ploughing & dragging with 'Sohaga' breaking of clods, removal of earth rubbish dressing & Supplying doob grass roots and planting at 15 cm. apart including Supplying and spreading of farm yard manure@ 0.18 cum per 100 sqm & loosening.		150	Sqm
75	43	Supplying and planting permanent trees including digging of earth pits size 75cmx75cmx75 cm deep, refilling the excavated earth with manure supplied @ 0.113 cum each and watering Supplying through tractor tanker. (Trees like Neem, Ashoka, Dake, Arjun etc.)		15	Each
76	44	Planting ground cover plants including digging and refilling of bed with excavated soil and FYM, Fertilizer and insecticides, planting of saplings, at 30cm distance from plant to plant and row to row, providing and fixing brick tiles, edging.		15	Each
77	45	Planting flower beds including digging and refilling of beds with excavated soil and FYM, fertilizer and insecticides, planting of sapling at 30 cm distance from plant to plant and row to row.		20	Sqm
78	46	Provision for one way stand post with khura complete in all respects.		1	Job

Bifurcation Of Water Supply Scheme Malsiyan 2 Nos From Existing W S Scheme Haweli 5 Nos Block Shahkot Distt Jalandhar Under Prwssip 1A Ii Nrdwsp Project Providing And Installing Deep Tubewell 250X200mm I/D Telescopic 150 Mtr Deep With 20Mtr Stainless, In Distt Jalandhar-Punjab

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