Nrdwp Scheme At Tongbari Under Surendranagar Adc Village , Hezamara Rd Block Nrdwp Scheme At Tong Bari Under Surendranagar Adc Village Of Hezamara R.D. Block / S.H : Construction Of 01 (One) No. Semi Permanent Pump House Of Size (4.00 Mtr X 3.00 Mtr.) Inc, Agartala-Tripura

TDR : 23635893

Tender Notice
BOQ

Expired

Agartala , Tripura

Tender Brief : Nrdwp Scheme At Tongbari Under Surendranagar Adc Village , Hezamara Rd Block Nrdwp Scheme At Tong Bari Under Surendranagar Adc Village Of Hezamara R.D. Block / S.H : Construction Of 01 (One) No. Semi Permanent Pump House Of Size (4.00 Mtr X 3.00 Mtr.) Inc

Document Fees
₹ 1000 /-

EMD
₹ 14100.0 /-

Tender Value
₹ 14.09 Lakhs /-

Submission Date
06-03-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work:- NRDWP Scheme at Tong Bari under Surendranagar ADC Village of Hezamara R.D. Block / S.H : Construction of 01 (one) No. Semi permanent Pump House of size (4.00 Mtr x 3.00 Mtr.) including Supplying & laying of distribution pipe line, Providing domestic Connection, Supplying & installation of 2,500 GPH capacity submersible pump set , Providing & Installation Equipments etc and other allied works within the jurisdiction of DWS Sub-Division, Hezamara during the year 2019-20.
1	1	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	1	50.91	cum
2	2	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	2	33.94	cum
3	3	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.	3	10.92	cum
4	4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel i) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)	4	0.51	cum
5	4.01	ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)	5	2.42	cum
6	4.02	iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)	6	3.86	cum
7	5	Centering shuttering including struttings, proppingetc. and removal of form work for: i) Foundations, footings, bases for columns	7	12	cum
8	5.01	ii) Columns, piers, abutments, pillaras, posts and struts	8	8.5	cum
9	6	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- -All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size	9	1.9	cum
10	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 centering, shuttering, finishing and reinforcement- A) In plinth and skirting courses, fillets, columns, pillars, posts and struts. i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)	10	1.08	cum
11	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 centering, shuttering, finishing and reinforcement- A) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjasi) i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size	11	1.29	cum
12	8.01	B) RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size	12	0.27	cum
13	9	Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank	13	8.5	sqm
14	9.01	ii) Suspended floors, roofs, landings, balconies and access platform with timber planks	14	15	sqm
15	9.02	iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank	15	14	sqm
16	9.03	iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank	16	11	sqm
17	9.04	v) Weather shade, Chajjas, corbels etc., including edges.	17	8	sqm
18	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	18	580	kg
19	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 )	19	17.95	cum
20	12	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 )	20	1.63	cum
21	13	Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.	21	1.63	cum
22	14	Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )	22	12	sqm
23	15	Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )	23	39.92	sqm
24	16	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. i ) Fixed to steel windows by welding.	24	64.8	Kg
25	17	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.	25	5.76	sqm
26	18	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. i) Hot finished welded type (40 mm dia)\n	26	128	Kg
27	19	Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.	27	16	kg
28	20	Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40 mm Thick	28	14.1	sqm
29	21	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) 0.63 mm thick Zinc Coating not less 275 Gm/m2	29	24.25	sqm
30	22	12 mm cement plaster of mix. i) In cement mortar 1:4 (1 cement : 4 fine sand)	30	82	sqm
31	23	15 mm cement plaster on the rough side of single or half brick wall of mix. i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )	31	65	sqm
32	24	Neat cement punning.	32	45	sqm
33	25	Distempering with oil bound washabale distemper of approved brand and manufacture and of required shade on new work (two or more coats ), over and including a priming coat of cement primer to give an even shade complete. ( Payment shll bemade after submission of Test certificate issued by the manufacturer)	33	54	sqm
34	26	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]	34	72.5	sqm
35	27	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	35	22	Sqm
36	28	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. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD	36	400	Mtr
37	28.02	ii) 90 mm OD	37	1200	Mtr
38	28.03	iii) 110 mm OD	38	1000	Mtr
39	29	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 CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia	39	8	each
40	29.01	ii) 110 mm dia	40	6	Each
41	30	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. i) 90 mm dia	41	4	each
42	30.01	iii) 110 mm dia	42	4	each
43	31	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 per CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia	43	6	each
44	31.01	iii) 110 x 110 mm dia	44	6	each
45	32	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	45	6	each
46	33	Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia	46	10	No
47	33.01	ii) 110 mm dia	47	10	Nos.
48	34	Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia. nominal bore	48	85	Mtr
49	35	Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore	49	1	each
50	36	Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore	50	70	each
51	37	Charges for laying in position S & S or flanged C.I. special such tees, bends, collars, tapers and caps etc. ( excluding cost of specials ) complete as per CPWD specification and direction of the Engineer - in - charge.	51	0.1	ton
52	38	Charges for laying in position S & S or flanged D.I. special such tees, bends, collars, tapers and caps etc. ( excluding cost of specials ) as per CPWD specification and direction of the Engineer - in - charge.	52	0.1	ton
53	39	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. i) 80 mm dia./ PN - 1.0	53	4	each
54	39.01	ii) 100 mm dia./ PN - 1.0	54	4	each
55	40	Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. i) Upto 300 mm dia.	55	0.2	ton
56	41	Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia	56	20	each
57	42	charges 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) 100 mm dia	57	100	Mtr
58	43	Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia	58	10	each
59	44	Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge i) 15 mm dia 150 mm long	59	70	each
60	45	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) 15 mm dia	60	320	Mtr
61	45.01	ii) 20 mm dia	61	200	Mtr
62	45.02	iii) 25 mm dia	62	300	Mtr
63	46	Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work. a. All kind of Soils i) For pipes not exceeding 90 mm dia	63	2448	Mtr
64	46.01	ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.	64	1020	Mtr
65	46.02	B) For GI/CI/DI pipes in new work. a) All kind of Soils i) For pipes exceeding 90mm dia but not exceeding 300mm dia.	65	102	Mtr
66	47	Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia	66	140	each
67	47.01	ii) 20 mm dia	67	5	each
68	47.02	iii) 25 mm dia	68	5	each
69	47.03	iv) 40 mm dia	69	5	each
70	48	Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 20 x 20 x 20 mm dia	70	5	each
71	48.01	ii) 25 x 25 x25 mm dia	71	5	each
72	49	Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 x 15 mm dia	72	10	each
73	49.01	ii) 40 x 40 x 20 mm dia	73	10	each
74	49.02	iii) 40 x 40 x 25 mm dia	74	10	each
75	50	Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 20 mm dia	75	10	each
76	50.1	ii) 40 x 25 mm dia	76	10	each
77	51	Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia	77	140	each
78	51.01	ii) 20 mm dia	78	10	each
79	51.02	iii) 25 mm dia	79	10	each
80	51.03	iv) 40 mm dia	80	10	each
81	52	Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia	81	70	each
82	52.01	ii) 20 mm dia	82	15	each
83	52.02	iii) 25 mm dia	83	10	each
84	52.03	iv) 40 mm dia	84	10	each
85	53	Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 63 amps	85	1	each
86	54	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) 25 HP/18.5 kw Relay range within 13-212 + 10%	86	1	each
87	55	Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood 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.	87	1	each
88	56	Providing and fitting fixing with PVC insulated single core multistrand 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. i) 10 sqmm	88	20	Mtr
89	57	Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.	89	1	each
90	58	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.	90	1	each
91	59	Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 50-63 Amps	91	1	No
92	60	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	92	1	No.
93	61	Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.	93	1	No.
94	62	Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification. i) 5-15 kVAr 440 V	94	5	KVAr
95	63	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). i) For 65 mm dia G.I. pipe with 10 mm thick GI flange	95	15	each
96	64	Installation of submerssible pump and suitable motor upto required depth with GI column pipe 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, GI pipe will be issued by the Department at free of cost and fabrication of GI column pipe will be paid separately ). i) 2500 GPH capacity	96	45	Mtr
97	65	Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge.	97	1	No.
98	66	Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i) 100 mm dia	98	4	Each
99	66.01	ii) 80 mm dia	99	4	Each
100	67	Making road crossing by horizontal boaring 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. A. By manual means	100	20	Mtr
101	68	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) 125 mm dia	101	6	Mtr
102	69	Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock	102	70	Each
103	70	Supplying of 2500 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten( stages coupled with required wet and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.Cupply and star delta method of starting along with 35 mtrs.1 x 3 x 2.5 sq.mm joint less PVC 3 (Three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips & nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract. (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes)	103	1	No.
104	71	Providing & fitting, fixing of single phase preventer of 3 phase 3 wire system, 415 VAC, 2 C/O with steel sheet encloser confirming is to IS: 13823-1 Cat No. MG53BF (L&T make) as per specification and direction of the Engineer-in-charge.	104	1	No.
105	72	Supplying and wooden toolbox of size 1.00 x 0.60 x 0.75 m in/c MS bolt hinge with necessary screw, sliding door bolt and painting complete as per direction of the Engg-in-Charge.	105	1	No.
106	73	Supplying ISI marked/ Taparia make tools for water scheme. i) Sly wrenches (12”)	106	1	Each
107	73.01	ii) Pipe wrench (14”)	107	1	Each
108	73.02	iii) Pliers (8”)	108	1	Each
109	73.03	iv) Screw Driver (8”)	109	1	Each
110	73.04	v) Hacksaw frame with blade 2 Set	110	1	Each
111	74	Providing & fitting, fixing of signboard (Size 1.00 X 0.75m) at water supply scheme in/c cost of 1mm thick plain aluminum or G.I. sheet with necessary MS angle (40 X 40 X 5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting writing nail spikes etc. and carrying to the work site complete as per direction of the Engineer-in-Charge.	111	1	Each
112	75	Supplying of armed plastic chair (Supreme make).	112	1	Each
113	76	Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”.	113	1	No.

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Nrdwp Scheme At Tongbari Under Surendranagar Adc Village , Hezamara Rd Block Nrdwp Scheme At Tong Bari Under Surendranagar Adc Village Of Hezamara R.D. Block / S.H : Construction Of 01 (One) No. Semi Permanent Pump House Of Size (4.00 Mtr X 3.00 Mtr.) Inc, Agartala-Tripura

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Nrdwp Scheme At Tongbari Under Surendranagar Adc Village , Hezamara Rd Block Nrdwp Scheme At Tong Bari Under Surendranagar Adc Village Of Hezamara R.D. Block / S.H : Construction Of 01 (One) No. Semi Permanent Pump House Of Size (4.00 Mtr X 3.00 Mtr.) Inc, Agartala-Tripura

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