Augmentation Of Nrdwp Scheme At Karmakar Para In Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Street Hydrant Including Installation Of Pump Anmotor An, Bishalgarh-Tripura

TDR : 23645943

Tender Notice
BOQ

Expired

Bishalgarh , Tripura

Tender Brief : Augmentation Of Nrdwp Scheme At Karmakar Para In Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Street Hydrant Including Installation Of Pump Anmotor An

Document Fees
₹ 1000 /-

EMD
₹ 14779.0 /-

Tender Value
₹ 14.77 Lakhs /-

Submission Date
06-03-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work:- Augmentation of NRDWP scheme at Karmakar Para in GP under Bishalgarh R. D. Block / Construction of 1 No. semi permanent Pump house, laying of C.I. ,D.I,& PVC pipe line, street hydrant in/c installation of Pump & Motor and other allied works in replaced DTW during the year 2019-20.
1	1	Earth work in excavation by mechanical means (Hydraulic\nexcavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (a) All kinds of soil	BI01010001010000000000000515BI0100001114	18	Cum
2	2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil	BI01010001010000000000000515BI0100001115	21.688	Cum
3	3	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil	BI01010001010000000000000515BI0100001116	14.458	Cum
4	4	Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.	BI01010001010000000000000515BI0100001117	2.957	Cum
5	5	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: i). 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001118	7.196	Cum
6	6	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001119	1.546	Cum
7	7	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- a). In walls (any thickness) in/c attached pilasters, buttresses, piers abutment etc.1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001120	1.2	Cum
8	8	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-	BI01010001010000000000000515BI0100001121
9	8.01	a).RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001122	0.912	Cum
10	8.02	b).RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001123	0.916	Cum
11	9	Centering shuttering including struttings, propping etc. and removal of form work for:	BI01010001010000000000000515BI0100001124
12	9.01	a).Foundations, footings, bases for columns etc. for mass concrete with timber plan	BI01010001010000000000000515BI0100001125	5.64	sqm
13	9.02	b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank	BI01010001010000000000000515BI0100001126	9.6	sqm
14	9.03	c).Weather shade, Chajjas, corbels etc., including edges.	BI01010001010000000000000515BI0100001127	3.593	sqm
15	10	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar	BI01010001010000000000000515BI0100001128	798.36	kg
16	11	First class brick work in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand )	BI01010001010000000000000515BI0100001129	15.615	cum
17	12	Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand )	BI01010001010000000000000515BI0100001130	37.335	sqm
18	13	First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )	BI01010001010000000000000515BI0100001131	1.426	Cum
19	14	Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.	BI01010001010000000000000515BI0100001132	1.424	Cum
20	15	12 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )	BI01010001010000000000000515BI0100001133	16.96	sqm
21	16	Neat cement punning.	BI01010001010000000000000515BI0100001134	27.5	sqm
22	17	6 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )	BI01010001010000000000000515BI0100001135	24.3	sqm
23	18	15 mm cement plaster on the rough side of single or half brick wall of mix: (i).Cement mortar 1:4 ( 1 cement : 4 fine sand )	BI01010001010000000000000515BI0100001136	93.128	sqm
24	19	Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.	BI01010001010000000000000515BI0100001137	50	kg
25	20	Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)	BI01010001010000000000000515BI0100001138	22	Nos
26	21	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.	BI01010001010000000000000515BI0100001139	22	sqm
27	22	Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (i).0.63mm thick with zinc coating not less than 275gm/m2	BI01010001010000000000000515BI0100001140	27.04	sqm
28	23	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- (i).Using flats 30x6mm for diagonal braces and central cross piece.	BI01010001010000000000000515BI0100001141	6.84	sqm
29	24	Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i.150mm dia.	BI01010001010000000000000515BI0100001142	6	mtr
30	25	Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]	BI01010001010000000000000515BI0100001143	6.84	mtr
31	26	Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]	BI01010001010000000000000515BI0100001144	39.5	sqm
32	27	Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]	BI01010001010000000000000515BI0100001145	55.5	sqm
33	28	Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge.	BI01010001010000000000000515BI0100001146
34	28.01	A). For UPVC pipes in new work.\na). In all kinds of soil\ni). For pipes not exceeding 90mm dia	BI01010001010000000000000515BI0100001147	1700	mtr
35	28.02	ii). For pipes exceeding 90mm dia but not exceeding 300mm dia.	BI01010001010000000000000515BI0100001148	1400	mtr
36	28.03	B).For GI/CI/DI pipes in new work\na). in all kinds of soil\ni). For pipes exceeding 90mm dia but not exceeding 300mm dia.	BI01010001010000000000000515BI0100001149	300	mtr
37	29	Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. \ni).150 mm dia	BI01010001010000000000000515BI0100001150	25	Nos
38	30	Providing lead chalked joints to spun iron or C.I. pipes and specials in/c testing of joints but ex/c the cost of pig lead as per CPWD specification and direction of the Engineer-in-Charge.	BI01010001010000000000000515BI0100001151
39	30.01	ii. 100 mm dia.	BI01010001010000000000000515BI0100001152	10	Nos
40	31	Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.	BI01010001010000000000000515BI0100001153
41	31.01	i. 150 mm dia. (PN-1.6)	BI01010001010000000000000515BI0100001154	2	Nos
42	31.02	ii. 125 mm dia. (PN-1.6)	BI01010001010000000000000515BI0100001155	2	Nos
43	31.03	iii.100mm dia. (PN-1.6)	BI01010001010000000000000515BI0100001156	1	Nos
44	31.04	iv.80mm dia. (PN-1.6)	BI01010001010000000000000515BI0100001157	1	Nos
45	32	Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.	BI01010001010000000000000515BI0100001158
46	32.01	A).DI all socketted bend 90 degree (iii)150mm dia	BI01010001010000000000000515BI0100001159	2	Nos
47	32.02	B).DI all socketted bend 45 degree (iii)150mm dia	BI01010001010000000000000515BI0100001160	2	Nos
48	32.03	C).DI all socketted bend 22.5 degree (iii)150mm dia	BI01010001010000000000000515BI0100001161	2	Nos
49	32.04	D).DI all socketted bend 11.25 degree (iii)150mm dia	BI01010001010000000000000515BI0100001162	2	Nos
50	32.05	E) DI all socketted TEE (i).150X150X150 mm dia	BI01010001010000000000000515BI0100001163	1	Nos
51	32.06	EF.DI double socketted tapper(i) 150X100mm dia	BI01010001010000000000000515BI0100001164	1	Nos
52	32.07	F) DI flanged socketted tail piece (i).80mm dia	BI01010001010000000000000515BI0100001165	1	Nos
53	32.08	ii).100mm dia	BI01010001010000000000000515BI0100001166	1	Nos
54	32.09	iii).125 mm dia	BI01010001010000000000000515BI0100001167	2	Nos
55	32.1	iv).150 mm dia	BI01010001010000000000000515BI0100001168	2	Nos
56	32.11	G).DI flanged spigotted tail piece	BI01010001010000000000000515BI0100001169
57	32.12	i).80mm dia	BI01010001010000000000000515BI0100001170	1	Nos
58	32.13	ii).100mm dia	BI01010001010000000000000515BI0100001171	1	Nos
59	32.14	iii).125mm dia	BI01010001010000000000000515BI0100001172	2	Nos
60	32.15	iv).150 mm dia	BI01010001010000000000000515BI0100001173	2	Nos
61	33	Providing and laying S & S C.I. standard specials such as tees, bends, collars, tapers, caps etc. ( Heavy class ) as per CPWD specification and direction of the Engineer - in - charge. \ni) Upto 300mm dia.	BI01010001010000000000000515BI0100001174	0.05	ton
62	34	Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. i. 150 mm dia	BI01010001010000000000000515BI0100001175	300	mtr
63	35	Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge\na)150 mm dia.	BI01010001010000000000000515BI0100001176	55	Nos
64	36	Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.	BI01010001010000000000000515BI0100001177
65	36.01	i. 90 mm dia	BI01010001010000000000000515BI0100001178	20	Nos
66	36.02	ii. 110 mm dia	BI01010001010000000000000515BI0100001179	15	Nos
67	36.03	iii. 140 mm dia	BI01010001010000000000000515BI0100001180	15	Nos
68	37	Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.	BI01010001010000000000000515BI0100001181
69	37.01	i. 90 mm dia	BI01010001010000000000000515BI0100001182	3	Nos
70	37.02	ii. 110 mm dia	BI01010001010000000000000515BI0100001183	2	Nos
71	37.03	iii. 140 mm dia	BI01010001010000000000000515BI0100001184	2	Nos
72	38	Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS :14182 including testing of joints complete as pe CPWD specification and direction of the Engineer - in - charge.	BI01010001010000000000000515BI0100001185
73	38.01	i. 90 x 90 mm dia	BI01010001010000000000000515BI0100001186	6	Nos
74	38.02	ii. 110 x 110 mm dia	BI01010001010000000000000515BI0100001187	6	Nos
75	38.03	iii. 140 x 140 mm dia	BI01010001010000000000000515BI0100001188	6	Nos
76	39	Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 110 x 90 mm dia	BI01010001010000000000000515BI0100001189	10	Nos
77	39.01	ii. 140 x 110 mm dia	BI01010001010000000000000515BI0100001190	10	Nos
78	39.02	ii. 140 x 90 mm dia	BI01010001010000000000000515BI0100001191	10	Nos
79	40	Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of\nthe Engineer - in - charge.	BI01010001010000000000000515BI0100001192
80	40.01	i. 90 mm dia	BI01010001010000000000000515BI0100001193	6	Nos
81	40.02	ii. 110 mm dia	BI01010001010000000000000515BI0100001194	6	Nos
82	40.03	ii. 140 mm dia	BI01010001010000000000000515BI0100001195	6	Nos
83	41	Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.\nB. by manual means.	BI01010001010000000000000515BI0100001196	45	mtr
84	42	Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.	BI01010001010000000000000515BI0100001197
85	42.01	A. Class - 3 ( working pressure 6.0 kg / cm2)	BI01010001010000000000000515BI0100001198
86	42.02	i 40 mm OD	BI01010001010000000000000515BI0100001199	100	mtr
87	42.03	ii.50 mm OD	BI01010001010000000000000515BI0100001200	100	mtr
88	42.04	iii 90 mm OD	BI01010001010000000000000515BI0100001201	1000	mtr
89	42.05	iv 110 mm OD	BI01010001010000000000000515BI0100001202	700	mtr
90	42.06	v 140 mm OD	BI01010001010000000000000515BI0100001203	700	mtr
91	43	Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.	BI01010001010000000000000515BI0100001204	1	Nos
92	44	Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge.	BI01010001010000000000000515BI0100001205	1	Nos
93	45	Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge . i. For 3-phase connection with 4.00 mtr. Long G.I. Pipe.	BI01010001010000000000000515BI0100001206	1	Nos
94	46	Installation of submerssible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).\ni). 5000/7500 capacity with 80 mm dia G.I. pipe and 10 mm thick G.I flange	BI01010001010000000000000515BI0100001207	1	Nos
95	47	Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Natural Link (TPN), 415/500 Volt, L & T / Havell’s /HPL make etc. complete as per specification and direction of the Engineer-in-Charge. iii.100 amps	BI01010001010000000000000515BI0100001208	1	Nos
96	48	Providing and fitting, fixing of Fully Automatic Star Delta type Motor starter (3 ph 50 Hz, 415V, ) in steel Sheet Enclosures with contractors and Timer etc. complete suitable for submersible Pump L & T, BCH , ABB make as per specification and direction of the Engineer-in-Charge. i.50 HP/37 KW Relay range within 28-42+ 10%.	BI01010001010000000000000515BI0100001209	1	Nos
97	49	Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.	BI01010001010000000000000515BI0100001210	1	Nos
98	50	Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge.	BI01010001010000000000000515BI0100001211	1	Nos
99	51	Providing and fitting, fixing 3 phase indicating lamps fitted with panel board with three different colour lamp complete with batten holder as per direction of the Engineer-in-Charge.	BI01010001010000000000000515BI0100001212	1	Nos
100	52	Providing and fitting fixing with PVC insulated single core Multi strand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. ii. 25sqmm	BI01010001010000000000000515BI0100001213	30	mtr
101	53	Providing and fitting fixing of Moulded Case Circuit Breaker\n(MCCB) of Thermal release range 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. iii. 50-63 Amps,	BI01010001010000000000000515BI0100001214	1	Nos
102	54	Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.\ni).100mm nominal bore.	BI01010001010000000000000515BI0100001215	1	Nos
103	55	Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). (i). 15mmdia	BI01010001010000000000000515BI0100001216	500	mtr
104	56	Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk).	BI01010001010000000000000515BI0100001217	6.1	mtr

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Augmentation Of Nrdwp Scheme At Karmakar Para In Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Street Hydrant Including Installation Of Pump Anmotor An, Bishalgarh-Tripura

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Augmentation Of Nrdwp Scheme At Karmakar Para In Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Street Hydrant Including Installation Of Pump Anmotor An, Bishalgarh-Tripura

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