Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At Wss Skurbuchan A Wss Skurbuchan B Wss Dipling Wss Achinathang Wss Wanla A Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At A Wss Skurbuchan A , Khalsi Leh-Ladakh

TDR : 28246875

Tender Notice
Corrigendum Details
BOQ

Expired

Khalsi Leh , Ladakh

Tender Brief : Corrigendum : Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At Wss Skurbuchan A Wss Skurbuchan B Wss Dipling Wss Achinathang Wss Wanla A Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At A Wss Skurbuchan A

Document Fees
₹ 10633 /-

EMD
₹ 2126600.0 /-

Tender Value
₹ 10.63 Crore /-

Submission Date
29-06-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	28-06-2021	Due Date Extended	Admin Corrigendum Date Extend	29-06-2021

Name of Work:-Providing laying and fitting of HDPE/MDPE Pipeline and appurtenence works at :- A) WSS Skurbuchan B)WSS Skurbuchan C)WSS Dipling D)WSS Achinathang E)WSS Wanla (under JJM)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1.01	A= WSS SKURBUCHAN =98.30 LACS
2	1.02	Earthwork in excavation by Manual means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		1680	cum
3	1.03	Ordinary Rock		315	cum
4	1.04	Hard Rock(Blasting prohibited)		105	cum
5	1.05	Earthwork in excavation by Mechanical means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		4725	cum
6	1.06	Ordinary Rock		1350	cum
7	1.07	Hard Rock(Blasting prohibited)		675	cum
8	1.08	Supplying HDPE pipe conforming to IS 4984 : 1995 with latest amendements and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc whereever required complete (Contractor will make own arrangements for procuring water for testing) . (HDPE Pipe 63 mm dia, PN16, PE100 in rolls/Standard Lengths)		800	Rmt
9	1.09	HDPE Pipe 50 mm dia, PN16, PE100 in rolls		1600	Rmt
10	1.1	HDPE Pipe 40mm dia, PN16, PE100 in rolls		1500	Rmt
11	1.11	HDPE Pipe 32 mm dia, PN16, PE100 in rolls		1300	Rmt
12	1.12	HDPE Pipe 25 mm dia, PN16, PE100 in rolls		1500	Rmt
13	1.13	HDPE Pipe 20 mm dia, PN16, PE100 in rolls		1300	Rmt
14	1.14	Filling avaliable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m.		5467	Cum
15	1.15	Providing and Supplying & fitting of Electro fusion fittings in accordance with BS EN 12201:Part-3 suitable for drinking water with black /blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 Pipes,in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing,insp[ection charges,transportation upto store,transit insurance,loading ,unloading,stacking etc complete		1	job
16	1.16	Providing Supplying & installation of pre- insulated MDPE pipe of 20mm dia conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, jointing of pipes by Electrofusion PE Coupler as per standard procedure and guidlines complete giving hyduralic test as per relevant ISI. Insulation shall be done with 36kg/cum PUF of thickness 50mm with PN2.5 PVC outer jacket pipe with all leads and lifts including testing commissioning. , complete MDPE Grade PE80, Class of Pipe PN16		1000	mtr
17	1.17	Earthwork in rough excavation from borrow pits for filling up ground depressions and rock portion incl carriage complete		607	cum
18	1.18	Dry Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl carriage complete job		360	cum
19	1.19	Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggg) 20 mm nom size carriage complete job		72	cum
20	1.2	Proividing and laying Damp proof coarse 50 mm thick with cement concrete 1:2:4 with nallah stone aggregate Complete		360	Sqm
21	1.21	Providing Glass wool 50 mm thick all around the pipe including cost of all albour charges with all leads and lifts complete		231	Sqm
22	1.22	Providing and fitting of 50 mm thick closed cell elastomeric nitrile rubber/polyurethene of class\"O\" applied by suitable adhesive as per specifications complete job a) 25 mm dia HDPE Pipe PE 100 PN 16		50	Rmt
23	1.23	a) 32 mm dia HDPE Pipe PE 100 PN 16		50	Rmt
24	1.24	a) 40 mm dia HDPE Pipe PE 100 PN 16		100	Rmt
25	1.25	a) 50 mm dia HDPE Pipe PE 100 PN 16		150	Rmt
26	1.26	a) 63 mm dia HDPE Pipe PE 100 PN 16		150	Rmt
27	1.27	Providing and fitting of PVC BIB COCK 20 MM DIA IS 781/1984 complete job		200	no
28	1.28	B=WSS SKURBUCHAN =265.00 LACS
29	2	Earthwork in excavation by Manual means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		1370	cum
30	2.01	Ordinary Rock		267	cum
31	2.02	Hard Rock(Blasting prohibited)		103	cum
32	2.03	Earthwork in excavation by Mechanical means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		3701	cum
33	2.04	Ordinary Rock		936	cum
34	2.05	Hard Rock(Blasting prohibited)		253	cum
35	2.06	Earth work in excavation by manual means overareas (exceeding 30 cm and upto 1.5 mtr in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth upto 1 mtr from cutting edge,disposed earth to be levelled and neatly dressed in: All kinds ofd Soil		140	cum
36	2.07	Ordinary Rock		25	cum
37	2.08	Hard Rock(Blasting prohibited)		8	cum
38	2.09	Supplying HDPE pipe conforming to IS 4984 : 1995 with latest amendements and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc whereever required complete (Contractor will make own arrangements for procuring water for testing) . (HDPE Pipe 63 mm dia, PN16, PE100 in rolls/Standard Lengths)		200	Rmt
39	2.1	HDPE Pipe 50 mm dia, PN16, PE100 in rolls		400	Rmt
40	2.11	HDPE Pipe 32mm dia, PN16, PE100 in rolls		500	Rmt
41	2.12	HDPE Pipe 25 mm dia, PN16, PE100 in rolls		600	Rmt
42	2.13	HDPE Pipe 20 mm dia, PN16, PE100 in rolls		800	Rmt
43	2.14	Providing laying and fitting of GI Pipes complete with GI fittings excluding trenching and refilling of earth a)100 mm dia		1500	Rmt
44	2.15	b)80 mm dia		7700	Rmt
45	2.16	c)50 mm dia		800	Rmt
46	2.17	Filling avaliable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m.		4984	Cum
47	2.18	Providing Supplying & installation of pre- insulated MDPE pipe of 20mm dia conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, jointing of pipes by Electrofusion PE Coupler as per standard procedure and guidlines complete giving hyduralic test as per relevant ISI. Insulation shall be done with 36kg/cum PUF of thickness 50mm with PN2.5 PVC outer jacket pipe with all leads and lifts including testing commissioning. , complete MDPE Grade PE80, Class of Pipe PN16		200	mtr
48	2.19	Earthwork in rough excavation from borrow pits for filling up ground depressions and rock portion incl carriage complete		480	cum
49	2.2	Dry Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl carriage complete job		282	cum
50	2.21	Dry Random Rubble masonry with hard stone in foundation and plinth with quarry stone with bond stone incl carriage complete job		240	cum
51	2.22	Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggg) 20 mm nom size carriage complete job		96	cum
52	2.23	Random Rubble masonry with hard stone in foundation and plinth with quarry stone with bond stone incl levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggg) 20 mm nom size carriage complete job		30	cum
53	2.24	Proividing and laying Damp proof coarse 50 mm thick with cement concrete 1:2:4 with nallah stone aggregate Complete		457	Sqm
54	2.25	Providing and fixing Gun metal gate valve with CI wheel of approved quality(Screewed end) 80 mm dia nom bore		4	nos
55	2.26	50 mm dia nom bore		3	nos
56	2.27	32 mm dia nom bore		2	nos
57	2.28	25 mm dia nom bore		3	nos
58	2.29	20 mm dia nom bore		4	nos
59	2.3	Providing supply and fixing Glasswool 50 mm thick density 24kg/sqm with chicken mesh binding material wrapping of p[olyetheene sheet 120 GSM and aluminum sheet 26 gauge all around the pipe incl cost of labour charges complete job		5740	sqm
60	2.31	Providing and fixing CI Sluice valves(with cap)complete with bolts,nuts,rubber insertions etc(tail pieces if required will be paid seperately) 100 mm dia		2	nos
61	2.32	Dumping stone including cost of stone in horizontal on level complete job		38	cum
62	2.33	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size))incl carriage complete		12	cum
63	2.34	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size))incl carriage complete		238	cum
64	2.35	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size))incl carriage complete		66	cum
65	2.36	Providing and laying in position cement concrete of specified grade of reinforced cement concreete all work upto plinth level including curing but excluding the cost of centring and shuttering and reinforcement with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size))incl carriage complete		21	cum
66	2.37	Providing and laying in position cement concrete of specified grade of reinforced cement concreete in wall any thickness incl attached pilasters including curing but excluding the cost of centring and shuttering and reinforcement with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size))incl carriage complete		51	cum
67	2.38	Providing and laying in position cement concrete of specified grade of reinforced cement concrete in beams,suspended floor upto 15 degree landings,balconies and access platform including curing but excluding the cost of centring and shuttering and reinforcement with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size))incl carriage complete		50	cum
68	2.39	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more) @ 120Kg/cum incl carriage complete job		16722	Kgs
69	2.4	Centring and shuttering including strutting propping andf removal of form work for:-a)Foundation footings and bases of column etc		1719	sqm
70	2.41	b)Wall any thickness incl attached pilasters etc		835	sqm
71	2.42	c)Suspended floors,roofs,landings etc		117	sqm
72	2.43	d)Dome Slab		105	sqm
73	2.44	e)Edges of Slab and breaks in floors etc		455	Rm
74	2.45	Extra for Shuttering in circular work for shuttering items a) Foundations		6	Sqm
75	2.46	b)Wall any thickness incl attached pilasters etc		160	Sqm
76	2.47	c)Dome Slab		28	Sqm
77	2.48	12 mm thick cement plaster in 1:3 finished with a floating coat of neat cement slurry incl carriage complete job		530	sqm
78	2.49	Extra for providing water proofing material in cement plaster in proportion complete		530	Sqm
79	2.5	Cement concrete flooring 1:2:4(1 cement:2 coarse sand:4 graded stone agg)finished with a floating coat of neat cement incl cement slurry,for 50 mm thick with 20 mm nom size stone agg incl carriage complete job		87	sqm
80	2.51	Structural steel work in single sections, fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.		390	kgs
81	2.52	Extra for every addittional lift of 1.5 mtr or part thereof in:- a)All kinds of Soil		62	Cum
82	2.53	b)Ordinary/Hard Rock		62	Cum
83	2.54	Cutting road and making good the same including supply of extra quantities of materials i.e crushed aggregate,moorum,screening red bajri ,bitumen etc incl cost of all materials ,labour charges,hire charges of machineries with all leads and lifts (Bituminous road cutting and restoration)		7	Sqm
84	2.55	Finishing walls with water proofing cemenet paint of required shade on New work(two or more coats [email protected] kg/10 sqm complete		250	Sqm
85	2.56	Providing and fixing GI chain link fabric fencing of req width mesh size 50x50 mm including strengthning with 2 mm dia wire or nut bolts washers complete job		255	sqm
86	2.57	Providing and applying water proofing compound at 0.45 kg/bags of cement complete		964	kgs
87	2.58	providing and fixing manhole cover of size 0.9x0.90 mtr complete		13	nos
88	2.59	Laying and fitting of GI pipes 80 mm dia for inlet outlet vand wash out overflow pipes complete		105	mtr
89	2.6	Providing and placing in position suitable PVC water stops confirming to IS 12200 for construction Expansion joints between two RCC members and fixed to the reinforcement with binding material before pouring concrete etc complete		240	mtr
90	2.7	C=WSS DIPLING =155.00 LACS
91	3	Earthwork in excavation by Manual means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		5966	cum
92	3.01	Ordinary Rock		2879	cum
93	3.02	Hard Rock(Blasting prohibited)		468	cum
94	3.03	Earthwork in excavation by Mechanical means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		85	cum
95	3.04	Ordinary Rock		40	cum
96	3.05	Hard Rock(Blasting prohibited)		7	cum
97	3.06	Earth work in excavation by manual means overareas (exceeding 30 cm and upto 1.5 mtr in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth upto 1 mtr from cutting edge,disposed earth to be levelled and neatly dressed in: All kinds ofd Soil		151	cum
98	3.07	Ordinary Rock		75	cum
99	3.08	Hard Rock(Blasting prohibited)		24	cum
100	3.09	Supplying HDPE pipe conforming to IS 4984 : 1995 with latest amendements and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc whereever required complete (Contractor will make own arrangements for procuring water for testing) . (HDPE Pipe 63 mm dia, PN16, PE100 in rolls/Standard Lengths)		1000	Rmt
101	3.1	HDPE Pipe 50 mm dia, PN16, PE100 in rolls		3300	Rmt
102	3.11	HDPE Pipe 40mm dia, PN16, PE100 in rolls		1400	Rmt
103	3.12	HDPE Pipe 32 mm dia, PN16, PE100 in rolls		1300	Rmt
104	3.13	HDPE Pipe 25 mm dia, PN16, PE100 in rolls		1200	Rmt
105	3.14	HDPE Pipe 20 mm dia, PN16, PE100 in rolls		2100	Rmt
106	3.15	Filling avaliable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m.		7937	Cum
107	3.16	Providing Supplying & installation of pre- insulated MDPE pipe of 20mm dia conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, jointing of pipes by Electrofusion PE Coupler as per standard procedure and guidlines complete giving hyduralic test as per relevant ISI. Insulation shall be done with 36kg/cum PUF of thickness 50mm with PN2.5 PVC outer jacket pipe with all leads and lifts including testing commissioning. , complete MDPE Grade PE80, Class of Pipe PN16		600	mtr
108	3.17	Earthwork in rough excavation from borrow pits for filling up ground depressions and rock portion incl carriage complete		417	cum
109	3.18	Dry Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl carriage complete job		175	cum
110	3.19	Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggg) 20 mm nom size carriage complete job		85	cum
111	3.2	Proividing and laying Damp proof coarse 50 mm thick with cement concrete 1:2:4 with nallah stone aggregate Complete		194	Sqm
112	3.21	Providing and fixing Gun metal gate valve with CI wheel of approved quality(Screewed end) 65 mm dia nom bore		6	nos
113	3.22	50 mm dia nom bore		9	nos
114	3.23	40 mm dia nom bore		9	nos
115	3.24	32 mm dia nom bore		9	nos
116	3.25	25 mm dia nom bore		9	nos
117	3.26	Providing and fixing PTMT Bib Cock of approved quality and colour 15 mm dia nom bore 86 mm long not less than 88 grams		27	nos
118	3.27	Dumping stone including cost of stone in horizontal on level complete job		24	cum
119	3.28	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size))incl carriage complete		10	cum
120	3.29	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size))incl carriage complete		44	cum
121	3.3	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size))incl carriage complete		2	cum
122	3.31	Providing and laying in position cement concrete of specified grade of reinforced cement concrete including curing but excluding the cost of centring and shuttering and reinforcement with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size))incl carriage complete		48	cum
123	3.32	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more) @ 120Kg/cum incl carriage complete job		5080	no
124	3.33	a)Foundation footins bases of column etc		201	sqm
125	3.34	b)Wall any thickness incl attached pilasters etc		201	sqm
126	3.35	c)Suspended floors,roofs,landings etc		60	sqm
127	3.36	d)Edges of Slab and breaks in floors etc		76	Rm
128	3.37	12 mm thick cement plaster in 1:3 finished with a floating coat of neat cement slurry incl carriage complete job		200	sqm
129	3.38	Extra for providing water proofing material in cement plaster in proportion complete		100	Sqm
130	3.39	Cement concrete flooring 1:2:4(1 cement:2 coarse sand:4 graded stone agg)finished with a floating coat of neat cement incl cement slurry,for 50 mm thick with 20 mm nom size stone agg incl carriage complete job		35	sqm
131	3.4	Structural steel work in single sections, fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.		390	kgs
132	3.41	Providing and fixing GI chain link fabric fencing of req width mesh size 50x50 mm including strengthning with 2 mm dia wire or nut bolts washers complete job		85	sqm
133	3.42	providing and fixing manhole cover of size 0.9x0.90 mtr complete		5	nos
134	3.43	D= WSS ACHINATHANG = 245.00 LACS
135	4.01	Earthwork in excavation by Manual means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		1715	cum
136	4.02	Ordinary Rock		767	cum
137	4.03	Hard Rock(Blasting prohibited)		771	cum
138	4.04	Earthwork in excavation by Mechanical means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters		2025	cum
139	4.05	Ordinary Rock		675	cum
140	4.06	Hard Rock(Blasting prohibited)		675	cum
141	4.07	Earth work in excavation by manual means overareas (exceeding 30 cm and upto 1.5 mtr in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth upto 1 mtr from cutting edge,disposed earth to be levelled and neatly dressed in: All kinds ofd Soil		300	cum
142	4.08	Ordinary Rock		178	cum
143	4.09	Hard Rock(Blasting prohibited)		162	cum
144	4.1	Earth work in excavation by mechanical means overareas (exceeding 30 cm and upto 1.5 mtr in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth upto 1 mtr from cutting edge,disposed earth to be levelled and neatly dressed in: All kinds ofd Soil		70	cum
145	4.11	Ordinary Rock		27	cum
146	4.12	Hard Rock(Blasting prohibited)		7	cum
147	4.13	Supplying HDPE pipe conforming to IS 4984 : 1995 with latest amendements and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc whereever required complete (Contractor will make own arrangements for procuring water for testing) . (HDPE Pipe 90 mm dia, PN16, PE100 in rolls/Standard Lengths)		1500	Rmt
148	4.14	HDPE Pipe 75 mm dia, PN16, PE100 in rolls		600	Rmt
149	4.15	HDPE Pipe 50mm dia, PN16, PE100 in rolls		1600	Rmt
150	4.16	HDPE Pipe 40 mm dia, PN16, PE100 in rolls		1400	Rmt
151	4.17	HDPE Pipe 32 mm dia, PN16, PE100 in rolls		1100	Rmt
152	4.18	HDPE Pipe 25 mm dia, PN16, PE100 in rolls		1200	Rmt
153	4.19	HDPE Pipe 20 mm dia PN 16,PE 100 in rolls		2650	Rmt
154	4.2	Filling avaliable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m.		5148	Cum
155	4.21	Providing and Supplying & fitting of Electro fusion fittings in accordance with BS EN 12201:Part-3 suitable for drinking water with black /blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 Pipes,in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing,insp[ection charges,transportation upto store,transit insurance,loading ,unloading,stacking etc complete		1	job
156	4.22	Providing Supplying & installation of pre- insulated MDPE pipe of 20mm dia conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, jointing of pipes by Electrofusion PE Coupler as per standard procedure and guidlines complete giving hyduralic test as per relevant ISI. Insulation shall be done with 36kg/cum PUF of thickness 50mm with PN2.5 PVC outer jacket pipe with all leads and lifts including testing commissioning. , complete MDPE Grade PE80, Class of Pipe PN16		1300	mtr
157	4.23	Earthwork in rough excavation from borrow pits for filling up ground depressions and rock portion incl carriage complete		1281	cum
158	4.24	Dry Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl carriage complete job		534	cum
159	4.25	Random Rubble masonry with hard stone in foundation and plinth with nallah stone with bond stone incl levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggg) 20 mm nom size carriage complete job		297	cum
160	4.26	Proividing and laying Damp proof coarse 50 mm thick with cement concrete 1:2:4 with nallah stone aggregate Complete		251	Sqm
161	4.27	Providing and fixing Gun metal gate valve with CI wheel of approved quality(Screewed end) 65 mm dia nom bore		2	nos
162	4.28	50 mm dia nom bore		3	nos
163	4.29	40 mm dia nom bore		6	nos
164	4.3	32 mm dia nom bore		6	nos
165	4.31	25 mm dia nom bore		6	nos
166	4.32	Providing supply and fixing Glasswool 50 mm thick density 24kg/sqm with chicken mesh binding material wrapping of p[olyetheene sheet 120 GSM and aluminum sheet 18 gauge all around the pipe incl cost of labour charges complete job		650	sqm
167	4.33	Providing and fixing PTMT Bib Cock of approved quality and colour 15 mm dia nom bore 86 mm long not less than 88 grams		115	nos
168	4.34	Dumping stone including cost of stone in horizontal on level complete job		22	cum
169	4.35	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size))incl carriage complete		12	cum
170	4.36	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size))incl carriage complete		44	cum
171	4.37	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size))incl carriage complete		4	cum
172	4.38	Providing and laying in position cement concrete of specified grade of reinforced cement concrete in wall any thickness incl attached pilasters,butresses and plinth courses etc including curing but excluding the cost of centring and shuttering and reinforcement with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size))incl carriage complete		26	cum
173	4.39	Providing and laying in position cement concrete of specified grade of reinforced cement concrete in beams,suspended floor upto 15 degree landings,balconies and access platform including curing but excluding the cost of centring and shuttering and reinforcement with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size))incl carriage complete		43	cum
174	4.4	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more) @ 120Kg/cum incl carriage complete job		6897	Kgs
175	4.41	Centring and shuttering including strutting propping andf removal of form work for:-a)Foundation footings and bases of column etc		207	sqm
176	4.42	b)Wall any thickness incl attached pilasters etc		315	sqm
177	4.43	c)Suspended floors,roofs,landings etc		24	sqm
178	4.44	d)Dome Slab		18	sqm
179	4.45	e)Edges of Slab and breaks in floors etc		47	Rm
180	4.46	Extra for Shuttering in circular work for shuttering items a) Foundations		6	Sqm
181	4.47	b)Wall any thickness incl attached pilasters etc		210	Sqm
182	4.48	c)Dome Slab		18	Sqm
183	4.49	12 mm thick cement plaster in 1:3 finished with a floating coat of neat cement slurry incl carriage complete job		220	sqm
184	4.5	Extra for providing water proofing material in cement plaster in proportion complete		121	Sqm
185	4.51	Cement concrete flooring 1:2:4(1 cement:2 coarse sand:4 graded stone agg)finished with a floating coat of neat cement incl cement slurry,for 50 mm thick with 20 mm nom size stone agg incl carriage complete job		39	sqm
186	4.52	Structural steel work in single sections, fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.		390	kgs
187	4.53	Providing and fixing GI chain link fabric fencing of req width mesh size 50x50 mm including strengthning with 2 mm dia wire or nut bolts washers complete job		255	sqm
188	4.54	Providing and applying water proofing compound at 0.45 kg/bags of cement complete		171	bags
189	4.55	providing and fixing manhole cover of size 0.9x0.90 mtr complete		10	nos
190	4.56	Laying and fitting of GI pipes 80 mm dia for inlet outlet vand wash out overflow pipes complete		40	mtr
191	4.57	Providing and placing in position suitable PVC water stops confirming to IS 12200 for construction Expansion joints between two RCC members and fixed to the reinforcement with binding material before pouring concrete etc complete		60	mtr
192	4.58	E=WSS WANLA= 300.00 LACS
193	5.01	Earth work in excavation by mechanical means (hydraulic excavator) in trenches for \nfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, \nwells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides \nand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and \ndisposal of surplus excavated earth as directed, within a lead of 50 metres:\n All kinds of soil		7824	cum
194	5.02	Ordinary Rock 30 %		2107	cum
195	5.03	Hard Rock(Blasting prohibited) 5%		989	cum
196	5.04	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m \nin width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and \nramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as \ndirected:\n a) All kinds of soil.		7688	cum
197	5.05	b) Ordinary Rock		2985	cum
198	5.06	c) Hard Rock		972	cum
199	5.07	Supplying HDPE pipe conforming to IS 4984 : 1995 with latest amendements and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc whereever required complete (Contractor will make own arrangements for procuring water for testing) . \na) 75 mm dia HDPE pipe		700	Rmt
200	5.08	63 mm dia HDPE pipe		3800	Rmt
201	5.09	50 mm dia HDPE pipe		2600	Rmt
202	5.1	40 mm dia HDPE pipe		3100	Rmt
203	5.11	32mm dia HDPE pipe		3500	Rmt
204	5.12	25 mm dia HDPE pipe		3100	Rmt
205	5.13	20 mm dia HDPE pipe		1900	Rmt
206	5.14	Providing and Supplying & fitting of Electro fusion fittings in accordance with BS EN 12201:Part-3 suitable for drinking water with black /blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 Pipes,in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing,insp[ection charges,transportation upto store,transit insurance,loading ,unloading,stacking etc complete 10% of total cost of HDPE Pipes		1	job
207	5.15	Providing Supplying & installation of pre- insulated MDPE pipe of 20mm dia conforming ISO 4427: 1996 with latest amendements and cconveying to work site including loading and unloading at both destinations and joint of pipes by Electrofusion PE Coupler as per standard procedure and guidlines complete giving hyduralic test as per relevant ISI insulation shall be done with 36 Kg/ Cum PUF of thickness 50 mm with POPN 2.5 PVC outer jacket pipe with all leads and lifts inclcuding testing commissioning the rate is inclusive of required specials and fittings etc Complete MDPE Grade PE 80 class of pipe PN 16 \nPre insulation MDPE pipe 20 mm dia		1400	mtr
208	5.16	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m\n		16090	cum
209	5.17	Random Rubble masonry with hard stone from quarry in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse \nsand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: \nCement mortar 1:6 (1 Cement : 6 coarse sand) \n		150	Cum
210	5.18	Dry Random Rubble masonry with hard stone in foundation and plinth using quarry stone without bond stone complete job \n		180	Cum
211	5.19	Dry Random Rubble masonry with hard stone in foundation and plinth using nallah stone without bond stone complete job \n		125	Cum
212	5.2	Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 \ncement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete		290	Sqm
213	5.21	Providing and fixing insulation to pipe distribution network anf FHTCs a)63 mm dia HDPE Pipe		480	Mtr
214	5.22	b) HDPE pipe 50 mm dia		310	Mtr
215	5.23	b) HDPE pipe 40 mm dia		250	Mtr
216	5.24	b) HDPE pipe 32 mm dia		230	Mtr
217	5.25	b) HDPE pipe 20 mm dia		350	Mtr
218	5.26	Earthwork in rough excavation from borrow pits for filling up grounfd depression and rock portion complete		1491	cum
219	5.27	providing , supplying and fixing glass wool 50 mm thick density 24 KG /cum with chicken mesh, binding wires, wrapping of polythene sheets ( 120GSM) and aluminium sheet 26 guage all around the pipe and including cost of all labour charges complet job		1030	Sqm
220	5.28	dumping stone including cost of stone on horizontal level complete jpb.		20	Cum
221	5.29	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)incl carriage complete job		28	Cum
222	5.3	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)incl carriage complete job		70	Cum
223	5.31	Providing and laying in position reinforced cement concrete up to plinth level of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)incl carriage complete job		11	Cum
224	5.32	Providing and laying in position reinforced cement concrete in wall any thicness incl attached pilasters,butresses of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)incl carriage complete job		25	Cum
225	5.33	Providing and laying in position reinforced cement concrete in beams suspended floor upto 15 degree landings of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)incl carriage complete job		50	Cum
226	5.34	Centring and shuttering incl. strutting, propping etc. and removal of form for; a) Suspended floors, roofs, landings, balconies and access platforms		65	Sqm
227	5.35	walls (any thickness) including attached pilasters \nbuttresses, plinth and string course fillets, kerbs and steps etc		236	Sqm
228	5.36	Edges of slabs and breaks in floors and walls\n Under 20 cm wide		330	Rm
229	5.37	Foundations, footings, bases of columns etc. for mass concrete		350	Sqm
230	5.38	Dome slab		20	Sqm
231	5.39	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more) @ 120Kg/cum incl carriage complete job		6680	Kgs
232	5.4	12mm Cement plaster finished with a floating coat of neat cement of mix:\n 1 : 3 ( 1 cement : 3 fine sand		238	Sqm
233	5.41	Extra for providing and mixing water proofing material in cement plaster in proportion as recommended by manufacture		238	Sqm
234	5.42	Cement concrete flooring 1:2:4(1 cement:2 coarse sand:4 graded stone agg)finished with a floating coat of neat cement incl cement slurry,for 50 mm thick with 20 mm nom size stone agg incl carriage complete job		35	Sqm
235	5.43	Extra for shuttering in circular work ( 20% of respective centering and shutterin items) \na) Foundation		4	Sqm
236	5.44	b)Wall any thickness incl attached pilasters etc		100	Sqm
237	5.45	c)Dome Slab		25	Sqm
238	5.46	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)Incl carriage complete job		10	cum
239	5.47	Providing and fixing of man hole cover of size 0.90 Mtrx 0.90 mtr complete job		24	no
240	5.48	Structural steel work in single sections, fixed with connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.		780	Kgs
241	5.49	Providing and fixing GI chain link fencing fabric of required width in mesh size 50x 50 mm including strengthning with 2 mm dia wire or nuts or bolts and washers complete job		510	Sqm
242	5.5	Extra for every additional lift of 1.5 m or part thereof in excavation/banking \nexcavated or stacked material :\n All kinds of soil		15	Cum
243	5.51	Ordinary Rock & Hard Rock		15	cum
244	5.52	Providing laying and fitting of GI pipe for inletr outlet and washout complete 80 mm dia		20	mtr
245	5.53	Road cutting and restoration cutiing road and making good the same including supply of extra quantities of materials that is crushed aggregate moorum screening red bajri bitumen incl cost of all materials labours incl berms and subgrades hire charges of machinery with all leads and lifts complete		37	SQM
246	5.54	Providing and fixing Gun metal Gate valve with CI wheel of approved quality Screewed end) a)65 mm dia nom bore		6	no
247	5.55	b) 50 mm dia nom bore		12	no
248	5.56	c) 40 mm dia nom bore		32	no
249	5.57	d) 32 mm dia nom bore		32	no
250	5.58	e) 25 mm dia nom bore		22	no
251	5.59	Providing and mixing water proofing compound in cement complete		71	kgs
252	5.6	Providing and fixing PTMT Bib cock of approved quality and colour 15 mm dia nom bore 86 mm long weighing not less than 88 grams		165	no
253	5.61	Providing and placing in position suitable PVC water stops conorming to IS12200 for construction , expansion joints between two RCC members and fixed to the reinforcement with binding wires before pouring concrete etc complete.		38	Mtr
254	Total in Figures

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Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At Wss Skurbuchan A Wss Skurbuchan B Wss Dipling Wss Achinathang Wss Wanla A Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At A Wss Skurbuchan A , Khalsi Leh-Ladakh

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Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At Wss Skurbuchan A Wss Skurbuchan B Wss Dipling Wss Achinathang Wss Wanla A Providing Laying And Fitting Of Hdpe Mdpe Pipeline And Appurtenance Works At A Wss Skurbuchan A , Khalsi Leh-Ladakh

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