Balance Civil Works For Construction Of 204 M High Concrete Gravity Dam, Intake, 3X100 Mw Capacity Underground Power House And Appurtenant Works On River Yamuna Of Lakhwar Multipurpose Project In District Dehradun Tehri Garhwal Uttarakhand Balance Civil W, Dehradun-Uttarakhand

TDR : 30716641

Tender Notice
Corrigendum Details
BOQ

Expired

Dehradun , Uttarakhand

Tender Brief : Corrigendum : Balance Civil Works For Construction Of 204 M High Concrete Gravity Dam, Intake, 3X100 Mw Capacity Underground Power House And Appurtenant Works On River Yamuna Of Lakhwar Multipurpose Project In District Dehradun Tehri Garhwal Uttarakhand Balance Civil W

Document Fees
₹ 118000 /-

EMD
₹ 286600000.0 /-

Tender Value
₹ 2841.32 Crore /-

Submission Date
21-11-2022

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	11-11-2022	Date extension18	Date	21-11-2022
2	07-11-2022	Addendum5	Technical Bid	09-11-2022
3	07-11-2022	Date extension17	Date	09-11-2022
4	02-11-2022	Information to Bidders	Other	07-11-2022
5	02-11-2022	Reply to Bidder 5	Other	07-11-2022
6	01-11-2022	Addendum 4	Technical Bid	07-11-2022
7	28-10-2022	Reply to bidders 4	Other	07-11-2022
8	28-10-2022	Date Extension16	Date	07-11-2022
9	12-10-2022	Date Extension-15	Date	28-10-2022
10	11-10-2022	Reply to Bidder-3	Other	12-10-2022
11	19-09-2022	Date Extension14	Date	12-10-2022
12	09-09-2022	Date Extension13	Date	28-09-2022
13	01-09-2022	Reply to bidders 2	Other	19-09-2022
14	01-09-2022	Reply to bidders 1	Other	19-09-2022
15	27-08-2022	Date Extension12	Date	19-09-2022
16	27-08-2022	Addendum3	Technical Bid	19-09-2022
17	20-08-2022	Date Extension11	Date	06-09-2022
18	18-08-2022	modified boq	BOQ	31-08-2022
19	17-08-2022	Addendum2	Technical Bid	31-08-2022
20	30-07-2022	Date Extension 10	Date	31-08-2022
21	30-06-2022	Date Extension 9	Date	16-08-2022
22	16-06-2022	Date Extension 8	Date	15-07-2022
23	31-05-2022	Date extension 7	Date	30-06-2022
24	13-05-2022	Date extension 6	Date	16-06-2022
25	30-04-2022	Date extension 5	Date	31-05-2022
26	13-04-2022	Date extension 4	Date	17-05-2022
27	30-03-2022	Date extension 3	Date	30-04-2022
28	28-03-2022	Addendum I	Technical Bid	11-04-2022
29	21-03-2022	Date extension 2a	Date	11-04-2022
30	07-03-2022	Date extension 2	Date	11-04-2022
31	28-02-2022	Date extension1c	Date	12-03-2022
32	17-02-2022	Date extension1b	Date	12-03-2022
33	04-02-2022	Date extension	Date	12-03-2022

Name of Work: Balance Civil Works for Construction of 204 m High Concrete Gravity Dam, Intake, (3x100MW) capacity Underground Power House andappurtenant works on River Yamuna of Lakhwar Multipurpose Project in District Dehradun/Tehri Garhwal (Uttarakhand).

Sl. No.	Item Description
1	DEWATERING/As per Technical Specification(SECTION B.1)
2	Dewatering of surface construction sites /As per Technical Specification (1.3.2/1.4.1)
3	Dewatering of underground construction sites /As per Technical Specification (1.3.3/1.4.2)
4	SURFACE EXCAVATION/OPEN EXCAVATION /As per Technical Specification (SECTION B.2 )
5	Common Excavation forDam / Intake /Stilling basin/all other open structure /As per Technical Specification (2.3.1/2.10.3)
6	Rock Excavation for Dam / Intake /Stilling basin/all other open structure /As per Technical Specification (2.3.2/2.10.4)
7	Dental Excavation /As per Technical Specification (2.3.3/2.10.7)
8	UNDER GROUND EXCAVATION /As per Technical Specification (SECTION B.3 )
9	Underground excavation in Tailrace Tunnel / Draft tube/As per Technical Specification (3.8.1/3.8.2/3.15.1/3.15.2)
10	Underground excavation in Tunnel ( i.e Adit, Horizontal Penstock, any other tunnel) /As per Technical Specification (3.8.1/3.8.2/3.15.1/3.15.2)
11	Underground excavation ingalleries /As per Technical Specification (3.8.1/3.8.2/3.15.1/3.15.2)
12	Underground excavationin foundation / drainage /inspection galleriesin dam abutments & in exploratory drifts /As per Technical Specification (3.8.1/3.8.2/3.15.1/3.15.2)
13	Underground excavation by multidrift/multi-segmental/As per Technical Specification (3.8.1/3.8.2/3.15.1/3.15.2)
14	Underground excavation inpressure shafts/shaft (inclined & vertical) /As per Technical Specification (3.8.1/3.8.2/3.8.8/3.15.3)
15	Underground excavation in Power House Cavern/Collection Chamber etc. /As per Technical Specification (3.8.1/3.8.7/3.15.4)
16	ROCK SUPPORTS (in open & under ground works) /As per Technical Specification (SECTION B.4 )
17	Rock anchors (25 mm dia.) /As per Technical Specification (4.5.2)
18	Length up to 3 m /As per Technical Specification (4.5.2/4.10.1/4.10.2)
19	Length more than 3 m /As per Technical Specification (4.5.2/4.10.1/4.10.2)
20	(32 mm dia.) /As per Technical Specification (4.5.2/4.10.1/4.10.2)
21	Length up to 6 m /As per Technical Specification (4.5.2/4.10.1/4.10.2)
22	Length more than 6 m /As per Technical Specification (4.5.2/4.10.1/4.10.2)
23	(36 mm dia.)/As per Technical Specification (4.5.2/4.10.1/4.10.2)
24	Length up to 6.0 m /As per Technical Specification (4.5.2/4.10.1/4.10.2)
25	Length more than 6.0 m /As per Technical Specification (4.5.2/4.10.1/4.10.2)
26	Rock bolts (cement grouted anchorage) 25 mm dia. /As per Technical Specification (4.5.3)
27	Length up to3.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2)
28	Length more than 3.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2)
29	32 mm dia. /As per Technical Specification (4.5.3/4.10.1/4.10.2)
30	Length up to6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2)
31	Length more than 6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2)
32	36 mm dia./As per Technical Specification (4.5.3/4.10.1/4.10.2)
33	Length up to 6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2)
34	Length more than 6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2)
35	Rock bolts (Resin Type with cement grouted) 25 mm dia. /As per Technical Specification (4.5.4)
36	Length up to 3.0 m /As per Technical Specification (4.5.4/4.10.1/4.10.2)
37	Length more than 3.0 m /As per Technical Specification (4.5.4/4.10.1/4.10.2)
38	32 mm dia. /As per Technical Specification (4.5.4/4.10.1/4.10.2)
39	Length up to6.0 m /As per Technical Specification (4.5.4/4.10.1/4.10.2)
40	Length more than 6.0 m /As per Technical Specification (4.5.4/4.10.1/4.10.2)
41	36 mm dia. /As per Technical Specification (4.5.4/4.10.1/4.10.2)
42	Length up to 6.0 m /As per Technical Specification (4.5.4/4.10.1/4.10.2)
43	Length more than 6.0 m /As per Technical Specification (4.5.4/4.10.1/4.10.2)
44	Grouted anchor bar (25mm dia) /As per Technical Specification (4.5.6)
45	Length up to 6 m /As per Technical Specification (4.5.6/4.10.1/4.10.2)
46	Length more than 6 m /As per Technical Specification (4.5.6/4.10.1/4.10.2)
47	32 mm dia./As per Technical Specification (4.5.6/4.10.1/4.10.2)
48	Length up to 6 m /As per Technical Specification (4.5.6/4.10.1/4.10.2)
49	Length more than 6 m /As per Technical Specification (4.5.6/4.10.1/4.10.2)
50	36 mm dia./As per Technical Specification (4.5.6/4.10.1/4.10.2)
51	Length up to 6 m /As per Technical Specification (4.5.6/4.10.1/4.10.2)
52	Length more than 6 m /As per Technical Specification (4.5.6/4.10.1/4.10.2)
53	Self Drilling Anchor R25 /As per Technical Specification (4.5.8/4.10.1)
54	Length up to 6 m /As per Technical Specification (4.5.8/4.10.1)
55	Length more than 6 m /As per Technical Specification (4.5.8/4.10.1)
56	Self Drilling Anchor R32 /As per Technical Specification (4.5.8/4.10.1)
57	Length up to 6 m /As per Technical Specification (4.5.8/4.10.1)
58	Length more than 6 m /As per Technical Specification (4.5.8/4.10.1)
59	Pre stressed cable anchor,up to 30.00 m long /As per Technical Specification (4.6/4.10.1/4.10.3)
60	Pre stressed cable anchor,above 30.00 m /As per Technical Specification(4.6/4.10.1/4.10.3)
61	Chain link fabric /As per Technical Specification (4.7.1/4.10.4.1)
62	Welded wire mesh /As per Technical Specification (4.7.2/4.10.4.2)
63	Permanent Steel support inall type of underground works except shaft /As per Technical Specification (4.8/4.10.5.1)
64	Permanent Steel support inshaft /As per Technical Specification (4.8/4.10.5.1)
65	Lattice Girders /As per Technical Specification (4.8.2/4.10.5.1)
66	Steel Lagging/As per Technical Specification (4.8.4/4.10.5.2)
67	Precast Reinforced Concrete lagging /As per Technical Specification (4.8.4/4.10.5.2)
68	Pipe Roofing/As per Technical Specification (4.9.2/4.10.6)
69	SHOTCRETE / GUNITING (in open & under ground works) /As per Technical Specification (B.5)
70	Plain shotcrete /As per Technical Specification(5.1/5.17)
71	Steel fibre reinforcedshotcrete (SFRS)/As per Technical Specification (5.1/5.17)
72	Steel fibre /As per Technical Specification (5.4.4/5.17)
73	Guniting /As per Technical Specification (5.11/5.17)
74	FILL, BACKFILL, RIPRAP, AND PITCHING (in open & under ground works) /As per Technical Specification (SECTION B.6)
75	Rock fill /As per Technical Specification (6.2/6.10/6.11)
76	Un compacted backfill /As per Technical Specification (6.3/6.10/6.11)
77	Compacted backfill /As per Technical Specification (6.3/6.10/6.11)
78	Rip Rap /As per Technical Specification (6.4/6.10/6.11)
79	Filter blanket /As per Technical Specification (6.5/6.10/6.11)
80	Boulder pitching /As per Technical Specification (6.6/6.10/6.11)
81	Colcrete (Cement mortar 1:3)/As per Technical Specification (6.8/6.10/6.11)
82	Clay filling /As per Technical Specification (6.9/6.10/6.11)
83	DRILLING AND GROUTING /As per Technical Specification (SECTION B.-7)
84	Drilling for Contact/consolidation Grouting /As per Technical Specification (7.8.2.1/7.9.1)
85	Drilling for curtain grouting /As per Technical Specification (7.8.2.1/7.9.1)
86	Drilling for grouting below coffer dam /As per Technical Specification (7.8.5/7.9.8)
87	Grouting operation /As per Technical Specification (7.9.1/7.9.7)
88	Consolidation grouting in dam and all structures /As per Technical Specification (7.8.4.4/7.9.6)
89	Curtain Grouting /As per Technical Specification (7.8.4.6/7.9.7)
90	Grouting of overburden below coffer dam /As per Technical Specification (7.8.5/7.9.8)
91	Drilling of drainage hole/probe hole 76mm dia. /As per Technical Specification (7.9.9)
92	S/I of PVC pipes for drainage /As per Technical Specification (7.9.9)
93	S/I of drain hole outlet devices /As per Technical Specification (7.9.9)
94	S/I of perforated G.I pipes in drainageholes /As per Technical Specification (7.9.9)
95	Drilling of Exploratory Holes /Instrumentation/ Check holes etc. /As per Technical Specification (7.8.2.2)
96	Drilling NX size in depth up to 100m /As per Technical Specification (7.8.2.2/7.9.10)
97	Drilling BX size in depthup to 100m /As per Technical Specification (7.8.2.2/7.9.10)
98	Core recovery /As per Technical Specification (7.8.2.2/7.9.10)
99	Drilling of 76 mm dia. hole length up to 40 m depth /As per Technical Specification (7.8.2.2/7.9.10)
100	Drilling of 100 mm dia. holes with percussion drill up to 40 m depth /As per Technical Specification (7.8.2.2/7.9.10)
101	Drilling of 200 mm dia. holes with any type of drill up to 100 m depth/As per Technical Specification (7.9.9/7.9.10)
102	Drilling of 200 mm dia. holes with any type of drill more than 100 m depth/As per Technical Specification (7.9.9/7.9.10)
103	Drilling of 300 mm dia. holes with any type of drill up to100 m depth/As per Technical Specification (7.9.9/7.9.10)
104	Drilling of 300 mm dia. holes with any type of drill more than 100 m depth/As per Technical Specification (7.9.9/7.9.10)
105	Drilling of 300 mm dia. holes with any type of drill up to 40 m depth /As per Technical Specification (7.8.2.2/7.9.10)
106	Water pressure test/Lugeon Test /As per Technical Specification (7.8.3/7.9.12)
107	Embedded pipes & fittings /As per Technical Specification (7.9.13)
108	CARE AND DIVERSION OF RIVER /As per Technical Specification (SECTION B.8)
109	Supply and installation in position of closing gates of diversion tunelincluding design,cost of all materials, machinery, labour, complete in all respect /As per Technical Specification (8.5/8.9)
110	CONCRETE /As per Technical Specification (SECTION B.9)
111	Dam/ Spillway/Intake/Stilling basin/Piers/Spillway bridge etc. /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
112	Concrete of grade M10/ A80 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
113	Concrete of grade M10/ A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
114	Mass Concrete of grade M15/A80 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
115	Mass Concrete of grade M15/A150/As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
116	Concreteof grade M15/A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
117	Concrete of grade M20/A80/As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
118	Concreting of grade M20/A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
119	Concreteof grade M20/ A20 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
120	Concreteof grade M25 /A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
121	Concreteof grade M25 /A20 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
122	Concreteof grade M30 /A20 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1)
123	Precast concrete of grade M25/A20/As per Technical Specification (9.16.12/9.17.9)
124	High performance concrete(HPC) M90 /As per Technical Specification (9.5/9.5.2/9.17.2)
125	High performance concrete(HPC)/A20 /As per Technical Specification (9.5/9.5.2/9.17.2)
126	Second stage concrete M35/A20 (9.17.7)
127	Self compacted Concrete (SCC) M35/A10 (9.17.7)
128	Concrete in Tunnel (i.e T.R.T, draft tube,Adit,any other tunnel) /As per Technical Specification (9.5/9.16.3/9.17.3)
129	Concrete of grade M15/A40 /As per Technical Specification (9.5/9.16.3/9.17.3)
130	Concrete of grade M20/A20 /As per Technical Specification (9.5/9.16.3/9.17.3)
131	Concrete of grade M20/A40 /As per Technical Specification (9.5/9.16.3/9.17.3)
132	Concrete of grade M25/ A20 /As per Technical Specification (9.5/9.16.3/9.17.3)
133	Concrete of grade M25/ A40 /As per Technical Specification (9.5/9.16.3/9.17.3)
134	Back fill concrete of grade M15/A40 /As per Technical Specification (9.5/9.16.4/9.17.4)
135	Concrete in Pressure Shaft/ shaft /As per Technical Specification (9.5/9.16.3/9.17.3)
136	Concrete behind steel liner of Grade M20/A40 /As per Technical Specification (9.5/9.16.4/9.17.4)
137	Shaft lining concrete of Grade M25/A40 /As per Technical Specification (9.5/9.16.3/9.17.3)
138	Back fill concrete behind rib of grade M15/A40 /As per Technical Specification (9.5/9.16.4/9.17.4)
139	Concrete in Foundation and drainage galleries in Dam abutment/under ground galleries /As per Technical Specification (9.5/9.16.3/9.17.3)
140	Concrete of grade M15/A40 /As per Technical Specification (9.5/9.16.3/9.17.3)
141	Concrete of grade M20/A20 /As per Technical Specification (9.5/9.16.3/9.17.3)
142	Concrete of grade M20/A40/As per Technical Specification (9.5/9.16.3/9.17.3)
143	Concrete of grade M25/ A20/As per Technical Specification (9.5/9.16.3/9.17.3)
144	Concrete of grade M25/ A40 /As per Technical Specification (9.5/9.16.3/9.17.3)
145	Concrete in Power House cavern/Collection chamber etc. /As per Technical Specification (9.5/9.16.6/9.17.3)
146	Concrete of grade M15/A40 As per Technical Specification (9.5/9.16.5 /9.17.3)
147	Concrete of grade M20/A20 As per Technical Specification (9.5/9.16.5/9.17.3)
148	Concrete of grade M20/A40 As per Technical Specification (9.5/9.16.5/9.17.3)
149	Concrete of grade M25/ A20 /As per Technical Specification (9.5/9.16.5/9.17.3)
150	Concrete of grade M25/ A40 /As per Technical Specification (9.5/9.16.5/9.17.3)
151	Concrete of grade M30/ A20 /As per Technical Specification (9.5/9.16.5/9.17.3)
152	Second stage concrete M35/A20 (9.17.7)
153	Second stage concrete of grade M30/A20 in under ground structure /As per Technical Specification (9.5/9.11.5/9.17.7)
154	Self compacted Concrete (SCC) M35/A10 (9.17.7))
155	Concrete in pluggingof diversion tunnel /adit /drift& repairing of diversion tunnel of grade M20/A40 /As per Technical Specification (9.5/9.16.7/9.17.6)
156	Non shrinkage Epoxy grout /As per Technical Specification (9.16.11/9.17.8)
157	Non shrinkage Pourable cementious grout /As per Technical Specification (9.16.11/9.17.8)
158	ADMIXTUTRES /As per Technical Specification (9.4.4)
159	Super plasticizer (Type F) /As per Technical Specification (9.4.4/9.17.13)
160	Super plasticizer (Type G) /As per Technical Specification (9.4.4/9.17.13)
161	P.C. Based admixture for HPC/ As per Technical Specification (9.4.4/9.17.13)
162	Micro – Silica /As per Technical Specification (9.5.2/9.17.2)
163	Bentonite (7.7.3/7.9.7)
164	Air entraining agent /As per Technical Specification (9.4.4/9.17.13)
165	Plums in concrete/As per Technical Specification (9.17.15)
166	Porous concrete /As per Technical Specification (9.16.14/9.17.16)
167	Rust cleaning from existing old steel supports /As per Technical Specification (9.17)
168	REINFORCING STEEL /As per Technical Specification (SECTION B.11)
169	Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts. /As per Technical Specification (11/11.12)
170	for all open works /As per Technical Specification (11/11.12)
171	for all underground works //As per Technical Specification (11/11.12)
172	Coupler 32 mm dia. /As per Technical Specification (11/11.12)
173	Coupler 36 mm dia./As per Technical Specification (11/11.12)
174	Coupler 40 mm dia. /As per Technical Specification (11/11.12)
175	WATERSTOPS AND JOINTS /As per Technical Specification (SECTION B.12)
176	PVC water stops300 mm wide/As per Technical Specification (12.5.1/12.7)
177	PVC water stops230 mm wide /As per Technical Specification (12.5.1/12.7)
178	PVC water stops150 mm wide /As per Technical Specification (12.5.1/12.7)
179	PVC water side Rubber joint Strip 45x40 mm /As per Technical Specification (12.5.1/12.7)
180	Furnishing and placing metal seals./As per Technical Specification (12.5.2/12.7)
181	Joint Filler(bituminous/ resilient type)/As per Technical Specification (12.5.3/12.7)
182	Asphalt Seal/As per Technical Specification (12.5.4/12.7)
183	Bituminous coating /As per Technical Specification (12.5.5/12.7)
184	Joint Sealants /As per Technical Specification (12.5.6/12.7)
185	METAL WORKS (in open & under ground works) /As per Technical Specification (SECTION B.13)
186	Steel pipes up to 150 mm dia. /As per Technical Specification (13.7.1/13.9.2)
187	Steel pipes above 150 mm dia. /As per Technical Specification (13.7.1/13.9.2)
188	G.I Pipe up to 150 mm dia. /As per Technical Specification (13.5.2/13.9.2)
189	G.I Pipe above150 mm dia./As per Technical Specification (13.5.2/13.9.2)
190	Miscellaneous steel sections/As per Technical Specification (13.7.2/13.9.3)
191	Water tight steel covers ,frames, gates and grating /As per Technical Specification (13.7.3/13.9.4)
192	Hand rails/As per Technical Specification (13.7.4/13.9.5)
193	Railing /As per Technical Specification (13.7.5/13.9.5)
194	Ladders and climbing irons /As per Technical Specification (13.7.6/13.9.6)
195	Erection hooks /As per Technical Specification (13.7.7/13.9.7)
196	Steel anchoring /As per Technical Specification (13.7.8/13.9.8)
197	Steel liner in spillway gates inlet and Dam /As per Technical Specification (13.7.9/13.9.9)
198	Metal works supplied by others /As per Technical Specification (13.8/13.9.10)
199	MISCELLANEOUS AND ANCILLARY WORKS /As per Technical Specification (SECTION B.15)
200	Fencing & Gates /As per Technical Specification (15.2/15.7.2)
201	Concrete pipes /Concrete pipe fully embedded in concrete/As per Technical Specification (15.3)
202	up to 200 mm dia. /As per Technical Specification(15.3/15.7.3)
203	above 200 mm dia. /As per Technical Specification(15.3/15.7.3)
204	Concrete drain pipes on concrete & sand base /As per Technical Specification(15.3/15.7.3)
205	up to 200 mm dia. /As per Technical Specification(15.3/15.7.3)
206	above 200 mm dia. /As per Technical Specification(15.3/15.7.3)
207	Concrete cable channels (M25/A20) /As per Technical Specification (15.4/15.7.4)
208	PVC pipes /As per Technical Specification (15.5)
209	75 mm nominal dia. /As per Technical Specification (15.5/15.7.5)
210	100mm nominal dia./As per Technical Specification (15.5/15.7.5)
211	150 mm nominal dia./As per Technical Specification (15.5/15.7.5)
212	SLOPE PROTECTION /As per Technical Specification (SECTION B.16)
213	Rock paving in mortar /As per Technical Specification (16.2/16.8.1)
214	Gabions (Wire crate) /As per Technical Specification (16.3/16.8.2)
215	Wire crate /As per Technical Specification (16.3/16.8.3)
216	Boulder filling in gabions (wire crate) /As per Technical Specification (16.3/16.8.2)
217	Random rubble masonry (wet) /As per Technical Specification (16.4.1/16.8.4)
218	Random rubble masonry (dry) /As per Technical Specification (16.4.2/16.8.5)
219	Course rubble masonry /As per Technical Specification (16.5/16.8.6)
220	Grass turf /As per Technical Specification (16.6/16.8.7)
221	Concrete Blocks (M15/A40) /As per Technical Specification (16.7/16.8.8)
222	Cementious Composite Geo-synthetic carpet (CCGC) 8mm thick/ As per Technical Specification (16.9)
223	Cementious Composite Geo-synthetic carpet (CCGC) 5mm thick/ As per Technical Specification (16.9)

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Balance Civil Works For Construction Of 204 M High Concrete Gravity Dam, Intake, 3X100 Mw Capacity Underground Power House And Appurtenant Works On River Yamuna Of Lakhwar Multipurpose Project In District Dehradun Tehri Garhwal Uttarakhand Balance Civil W, Dehradun-Uttarakhand

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Balance Civil Works For Construction Of 204 M High Concrete Gravity Dam, Intake, 3X100 Mw Capacity Underground Power House And Appurtenant Works On River Yamuna Of Lakhwar Multipurpose Project In District Dehradun Tehri Garhwal Uttarakhand Balance Civil W, Dehradun-Uttarakhand

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