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Dtw Scheme Under Jjm Under The Dws Sub-Division, Salema / Construction Of 03 Nos. Semi Permanent Pump House In / C Supplying And Laying Of Di And Pvc Pipe Line, Providing Domestic Connection, Electrical Equipments And Other Allied Works ( Gr.-Iii ) , Dhalai District-Tripura

Public Works Department-PWD has published Dtw Scheme Under Jjm Under The Dws Sub-Division, Salema / Construction Of 03 Nos. Semi Permanent Pump House In / C Supplying And Laying Of Di And Pvc Pipe Line, Providing Domestic Connection, Electrical Equipments And Other Allied Works ( Gr.-Iii ) . Submission Date for this Tender is 08-06-2021. PVC Pipe Tenders in Dhalai District Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

27873276
Dtw Scheme Under Jjm Under The Dws Sub-Division, Salema / Construction Of 03 Nos. Semi Permanent Pump House In / C Supplying And Laying Of Di And Pvc Pipe Line, Providing Domestic Connection, Electrical Equipments And Other Allied Works ( Gr.-Iii )
Open Tender
Indian
Tripura
Dhalai District
08-06-2021

Tender Details

Dtw Scheme Under Jjm Under The Dws Sub-Division, Salema / Construction Of 03 Nos. Semi Permanent Pump House In / C Supplying And Laying Of Di And Pvc Pipe Line, Providing Domestic Connection, Electrical Equipments And Other Allied Works ( Gr.-Iii )

Key Value

Document Fees
INR 2500 /-
EMD
INR 90211.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: DTW schemes under JAL JEEVAN MISSION (JJM) at different locations undertheDWS Sub-Division, Salema/ S.H : Construction of 03 (Three) Nos. Semi permanent Pump House of size (4.00 Mtr x 3.00 Mtr.) including Supplying & laying of DI & PVC pipe line, Providing domestic Connection, Supplying & installation of different capacity Submersible Pump Sets,Providing Electrical Equipments and other allied works( Gr- III)
Sl. No. Item Description
1Earth 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.
2a) All Kinds of Soil
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cmin depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
4A)All kinds of soil
5Supplying 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.
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel
7i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size)
8ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brickaggregate of 40 mm nominal size)
9iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brickaggregate of 40 mm nominal size)
10Centering shuttering including struttings, proppingetc. and removal of form work for:
11i) Foundations, footings, bases for columns
12ii) Columns, piers, abutments, pillaras, posts and struts
13Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level:
14i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
15Reinforced 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-
16i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
17Reinforced 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-
18i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
19Centering shuttering including struttings, propping etc. and removal of form work for:
20i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
21Suspended floors, roofs, landings, balconies and access platform with timber planks
22ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
23iii)Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
24iv) Weather shade, Chajjas, corbels etc., including edges.
25Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level
26i) Thermo-Mechanically Treated bars of gradeFe-500D or more
27Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinthlevel
28i) Thermo-Mechanically Treated bars of gradeFe-500D or more
29First class brick work in foundation and plinth including cost of all materials as required complete:
30i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
31First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
32i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
33Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.
34Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
35i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
36Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
37i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
38Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
39I ) Fixed to steel windows by welding.
40Providing 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
41i) Using flats 30x6mm for diagonal braces and central cross piece.
42Steel 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.
43i) Hot finished welded type tubes
44Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.
45Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
46i) 40 mm thick with 20 mm well burnt brick aggregate
47Providing 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.
48i) 0.63 mm thick Zinc Coating not less 275 Gm/m2
4912 mm cement plaster of mix.
50i) In cement mortar 1:4 (1 cement : 4 fine sand)
5115 mm cement plaster on the rough side of single or half brick wall of mix
52In Cement mortar 1:4 ( 1 cement : 4 fine sand )
53Neat cement punning.
54Distempering with oil bound washabale distemper of approved brand and manufacture to give an even shade ( Payment shll bemade after submission of Test certificate issued by the manufacturer) New work (two or more coats) over and including water thinnable priming coat with cement primer.
55Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
56New work ( two or more coats applied @ 3.84 kg/10 sqm)
57Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
58Two or more coats on new work
59Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cementconforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2)
60ii)50 mm OD
61iii) 90mm OD
62iv)110mm OD
63Providing, 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.
64i) 40 mm dia
65ii) 50 mm dia
66iii) 90 mm dia
67iv) 110 mm dia
68v) 140 mm dia
69Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge.
70ii)50 mm OD
71iii) 90 mm dia
72Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
73i) 50 x50 mm dia
74ii) 90 x 90 mm dia
75iii) 110 x 110 mm dia
76iv) 140 x 140 mm dia
77Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
78i) 50 x 40 mm dia
79ii) 110 x 90 mm dia
80iii) 140 x 110 mm dia
81Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge
82i) 90 mm dia
83ii) 110 mm dia
84Providing 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. A. External work.
85i. 15 mmdia. nominalbore
86Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge.
87i) 80 mm nominal bore
88Providing 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.
89i) 10 mm nominal bore
90Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.
91i)80 mm dia. A. PN - 1.0
92ii)100 mm dia. A. PN - 1.0
93iii)125 mm dia. A. PN - 1.0
94ii)150 mm dia. A. PN - 1.0
95Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS :9523 as perCPWD specification and direction of the Engineer - in - charge.
96i Upto 300 mm dia.
97Charges 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 perCPWD specification and direction of the Engineer - in - charge.
98i) 100 mm dia
99ii) 150 mm dia
100Providing and 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.
101(i) 100 mm dia Ductile Iron Class K-7 pipes.
102(ii) 150 mm dia Ductile Iron Class K-7 pipes.
103Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge.
104i) 100 mm dia
105ii) 150 mm dia
106Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge.
107i) 15 mmdia 150 mm long
108ii) 15 mmdia 225 mm long
109Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
110(i) 40 mm dia with 15 mm dia opening
111(ii) 50 mm dia with 15 mm dia openin
112iii) 90 mm dia with 15 mm dia opening
113iv) 110 mm dia with 15 mm dia opening
114v) 140 mm dia with 15 mm dia opening
115Providing 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).
116i) 15 mm dia
117Excavating trenches of required widthfor 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.
118A)For UPVC pipes in new work. a. All kind of Soils i) For pipes not exceeding 90 mm dia
119ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
120B) For GI/CI/DI pipes in new work. a) All kind of Soils i) For pipes exceeding 90mm dia but not exceeding 300mm dia.
121Providing 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.
1221) 15 mm dia
123ii) 80mm dia.
124Providing 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.
125i) 80 x 80 x 80 mm dia
126Providing 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.
127i) 100 x 100 x 80 mm dia
128Providing 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.
129i ) 100 x 80 mm dia
130ii) 150 x 100 mm dia
131Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge.
132i) 15 mm dia
133Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
134i) 15 mm dia
135Providing 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. completeas per specification and direction of the Engineer-in-charge.
136ii) 100 amps
137Providing 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.
138i) 25 HP/18.5 kw Relay range within 13-21 + 10%
139ii) 35 HP/26 kw Relay range within 20-32 + 10%
140Providing 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 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge.
141Providing 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.
142ii) 16 sqmm
143Providing 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.
144Providing 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.
145Providing 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.
146i) 32-40 Amps
147Providing 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.
148i) For 3-phase connection with 4.00 mtr. Long G.I. pipe
149Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge.
150Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitorL & T make etc. completeas per specification and direction of the Engineer-in-charge.
151i) 5-15 kVAr 440 V
152Providing & fabrication of column pipe includingfitting 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).
153i) For 65 mm dia G.I. pipe with 10 mm thick GI flange
154i) For 80 mm dia G.I. pipe with 10 mm thick GI flange
155i) For 100 mm dia G.I. pipe with 10 mm thick GI flange
156Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and thedirection of the Engineer - in-charge.
157Providing & fitting fixingof 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.
158i) 150 mm dia
159ii) 100 mm dia
160Making 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
161A. By manual means
162Providing 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.
163i) 150 mm dia
164Providing 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.
165(i) 15 mm dia PVC /plastic bib cock
166Providingand fitting fixing of 10000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, AC supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm jointless 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 clipsand 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.)
167Providing and fitting fixing of of 7500 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm jointless 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 clipsand 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)
168Providing and fitting fixing of of 5000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm jointless 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 clipsand 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.)
169Supplying and installation of submersible pump with suitable motor upto the depth of 80ft-100ft by65/80/100/125 mm dia GI pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nut and bolts, MS safety clamp etc. as per reqd. size and making necessary electrical connection with main switch/starter with motor in/c commission with trial run as per direction of the Engg-In-charge(pump motor with cable 65/80/100/125 mm dia for assembly will be supplied by the agency at his own risk and cost) A)2500 GPH capacity 100 Mtr. head
170Providing and fitting fixing supply monitoring Device i.e; single phase preventer including selectable under voltage and selectable oven voltage with delay selectable off delay 15 sec and on delay 5 sec and phase Asymmetry 10% of L&T make type SM 501 3 phase 3W Cat No. MG53BF in IP Metal Door 2 way of CRCA Sheet Steel enclosure of L& T make Cat No. DBENC002 SD connection with necessary F.R PVC insulated single core unsheathed with ultistrand bare copper conductor voltage grade 1.1 KV (11000 V) conforming to IS 694-1990 of L & T make as per direction of the Engineer-in-Charge.
171Supplying 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.
172Supplying ISI marked/ Taparia make tools for water scheme.
173i)Sly wrenches (12”)
174ii)Pipe wrench (14”)
175iii) Pliers (8”)
176iv) Screw Driver (8”)
177v) Hacksaw frame with blade 2 Set
178Providing & 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.
179Supplying of armed plastic chair (Supreme make).
180Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”.
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