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Construction Of Drug Ware House At Dhh In The District Of Deogarh For The Year 2019-20, Deogarh-Odisha

Road And Building Department-RBD has published Construction Of Drug Ware House At Dhh In The District Of Deogarh For The Year 2019-20. Submission Date for this Tender is 04-02-2020. Godown Tenders in Deogarh Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

23371438
Construction Of Drug Ware House At Dhh In The District Of Deogarh For The Year 2019-20
Open Tender
Indian
Odisha
Deogarh
04-02-2020

Tender Details

Construction Of Drug Ware House At Dhh In The District Of Deogarh For The Year 2019-20

Key Value

Document Fees
INR 10000 /-
EMD
INR 94500.0 /-
Tender Value
INR 94.44 Lakhs /-

BOQ Items

Name of Work: Construction of Drug Ware House at DHH in the District of Deogarh for the year 2019-20.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation of foundation trenches in all Kindes of soil depositing the excavated materials with all leads and lifts T & P shoring & Shuttering if required etc. complete as directed by the E.I.C. BI01010001010000000000000515BI0100001112 162.99 Cum
2 2 Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T & P required for the work etc. complete BI01010001010000000000000515BI0100001113 177.13 Cum
3 3 Cement concrete (1:3:6 ) in foundation and floors i.e., below the base course of terrazzo flooring using 4 cm (1 ½ “) size including cost, conveyance, royalties and cost of all labour with T & P required for the work complete. BI01010001010000000000000515BI0100001114 74.78 Cum
4 4 Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:6) in foundation and plinth including all charges [Vide AR(P) 71 item No.3] BI01010001010000000000000515BI0100001115 93.3 Cum
5 5 R.C.C. work of proportion (M-20) inhaving a minimum compressive strength (in work test) 150 Kg/Cm² in 15cm cubes at 28 days after mixing and test … etc. complete.\n\nColumn Base BI01010001010000000000000515BI0100001116 40.16 Cum
6 6 Plinth Bend BI01010001010000000000000515BI0100001117 11.15 Cum
7 7 Column in Superstructur BI01010001010000000000000515BI0100001118 14.9 Cum
8 8 1st Floor BI01010001010000000000000515BI0100001119 5.18 Cum
9 9 2nd Floor BI01010001010000000000000515BI0100001120 1.35 Cum
10 10 Lintal Bend BI01010001010000000000000515BI0100001121 4.82 Cum
11 11 1st Floor BI01010001010000000000000515BI0100001122 3.11 Cum
12 12 2nd Floor BI01010001010000000000000515BI0100001123 0.7 Cum
13 13 Roof Beam BI01010001010000000000000515BI0100001124 24.75 Cum
14 14 1st Floor BI01010001010000000000000515BI0100001125 9.1 Cum
15 15 2nd Floor BI01010001010000000000000515BI0100001126 1.91 Cum
16 16 Roof Slab BI01010001010000000000000515BI0100001127 58.25 Cum
17 17 1st Floor BI01010001010000000000000515BI0100001128 17.16 Cum
18 18 2nd Floor 3.1 Cum
19 19 Chajja 24.84 Cum
20 20 1st Floor 9.18 Cum
21 21 2nd Floor 0.78 Cum
22 22 Stair Case 3.69 Cum
23 23 1st Floor 3.69 Cum
24 24 2nd Floor 1.03 Cum
25 25 Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:6) in super stucture including all charges 70.15 Cum
26 26 1st Floor 48.59 Cum
27 27 2nd Floor 18.7 Cum
28 28 Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:4) in Super stucture including all charges (1st Floor) 1.56 Cum
29 29 12mm (½”) thick cement plaster (1:6) in finished smooth to outside smooth surface of brick walls after racking out joints including watering and curing etc. complete 489.65 Sqm
30 30 1st Floor 244.32 Sqm
31 31 2nd Floor 107.51 Sqm
32 32 16mm (5/8") thick cement plaster (1:6) in finished smooth to inside smooth surface of brick walls after racking out smooth surface of brick walls after racking out joints including watering and curing etc.complete with cost,conveyance royalties,all taxes and cost of all materials and cost of all labour with T&P required for the work complete. 645.17 Sqm
33 33 1st Floor 357.7 Sqm
34 34 2nd Floor 43.49 Sqm
35 35 6 mm thick cement plaster ( 1:4) to RCC surfaces finish smooth including closed deep chipping and slurry treatment per 1 sqm. including watering and curing etc.complete with cost,conveyance royalties,all taxes and cost of all materials and cost of all labour with T&P required for the work complete. 472.48 Sqm
36 36 1st Floor 104.41 Sqm
37 37 2nd Floor 26.24 Sqm
38 38 20mm (3/4") thick cement plaster (1:6) over brick/stone work after racking out joints including watering and curing etc.complete with cost,conveyance royalties,all taxes and cost of all materials and cost of all labour with T&P required for the work complete. 27 Sqm
39 39 Cutting straightening coiled or bent up M.S Rods or Tor steel bending binding, moulding and joining if necessary andn tying the grills and placing in position as required for RCC work and for providing Fan hooks hoistisng lowering and laying including cost conveyance and all taxes of M.S Rods or Tor steel and binding wires of 18 to gauge as required for the RCC work for bending,binding and tying the grills in all floors (payment will be made on weight of M.S Rods or sTor steel only and no separate payment will be made towards the weight of binding wires). 178.52 Qtl
40 40 1st Floor 49.35 Qtl
41 41 2nd Floor 9.58 Qtl
42 42 Cement concrete (1:2:4) with 12 mm size hard crusher broken granite chips granite stone metals including lowering laying concrete watering and curing etc.complete to required levels laid in layers not exceeding 6" thick including cost conveyance, royalties and all taxes of all materials and cost of all labour with T&P required for the work etc.complete as directed by the Engineer-in-charge. 21.25 Cum
43 43 1st Floor 0.21 Cum
44 44 Dressed seasoned sal wood framed of D/W fixed...........etc complete. 0.69 Cum
45 45 1st Floor 0.39 Cum
46 46 Supplying fitting fixing of Ms griil on angle (35X35X6)mm door window ( Grill gate) 1828.25 Kg
47 47 1st Floor 728.25 Kg
48 48 2nd Floor 159.35 Kg
49 49 Supplying, fitting, fixing up window (sliding type) made up aluminum Section 9778, as windows frame section No. 4095, 4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-incharge. 189.68 Kg
50 50 1st Floor 100.56 Kg
51 51 2nd Floor 21.12 Kg
52 52 Providing 5mm thick black glass 38.79 Sqm
53 53 1st Floor 20.57 Sqm
54 54 2nd Floor 4.32 Sqm
55 55 Providing fitting, fixing of Al. door with OEL anodized Al. door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 12mm thick pre-laminated board fixed on door frame by means of tapered clip No. 4660 and the frame to be completed by means of jointing angle No. 1855 including all cost of labour, T&P , hire charges of drilling machine, labour charges etc. complete. 409.77 Kg
56 56 1st Floor 178.57 Kg
57 57 Novapana Board 23 Sqm
58 58 1st Floor 5.51 Sqm
59 59 ACP Sheet 6.3 Sqm
60 60 1st Floor 6.98 Sqm
61 61 5 mm thick Black Glass 4.41 Sqm
62 62 1st Floor 6.5 Sqm
63 63 Supplying ,Fitting and fixing of 32mm thick AEON Brand Plywood Door shutter complete with hard ware fitting…etc…complete.(al. Fitting) 7.56 Sqm
64 64 2.5cm (1") thick A.S. flooring (1:2:4) using 12mm c.b.h.g. chips [Vide AR page-84/2] 321 Sqm
65 65 Supplying, fitting and fixing vetrifed tile in floors of size 600mm x 600mm of approved make confirming to IS 13755 laid on 20 mm thick cement mortar (1:4) (1 cement:4 course sand) and filling joints with white cement of approved qualiy including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-Charge.(For new work only) 121.91 Sqm
66 66 1st Floor 104.41 Sqm
67 67 Vitrified (industrial Tile 139.68 Sqm
68 68 Supplying fitting & fixing of Wall Tiles ...........etc Complete 49.84 Sqm
69 69 1st Floor 45.2 Sqm
70 70 Supplying ,fitting and fixing of Chequred tiles(leather polished) in dados skitring and rasers of steps of approved make on 12mm thick C.M(1:3) and filing joints with whitw cement etc complete. 32.4 Sqm
71 71 1st Floor 32.4 Sqm
72 72 2nd Floor 7.43 Sqm
73 73 Finishing wall surface of walls with Cement based wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes, labour T&P etc complete. 1134.82 Sqm
74 74 1st Floor 390.91 Sqm
75 75 2nd Floor 43.49 Sqm
76 76 Wall painting two coats with plastic emulsion paint over a coat of primer of approved shade on new work including cost of paint. Data for 10 Sqm 727.79 Sqm
77 77 Distempering with two coats over a coat of primer of approved shade on new work including cost of paint. Data for 10 Sqm\n\n1st Floor 390.91 Sqm
78 78 2nd Floor 43.49 Sqm
79 79 Painting Two coat weather coat over a coat of primer all floors with brush to wall surface after cleaning the surface including watering and curing etc. complete 489.65 Sqm
80 80 1st Floor 315.52 Sqm
81 81 2nd Floor 107.51 Sqm
82 82 Providing and fixing Iron Door Shutters with Angle Iron Frames including fixing of Hold Fasts, Aldrops, Hinges etc. all complete including fixing with C.C. (1:2:4) complete.\n1st Floor 62.16 Kg
83 83 Painting two coats wood/iron work.over a coat of primer Data for 9.30 Sqm 22.46 Sqm
84 84 1st Floor 10.28 Sqm
85 85 2nd Floor 4.73 Sqm
86 86 2.5cm thick grading concrete (1:2:2) on roof slab with 4.7mm size hard granite chips. 52.93 Sqm
87 87 1st Floor 401.78 Sqm
88 88 2nd Floor 24.78 Sqm
89 89 Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect. 79.65 Kg
90 90 1st Floor 83.84 Kg
91 91 2nd Floor 67.07 Kg
92 92 Supplying, fitting and fixing of False ceilling with Arm strong Silhouette main runner, cross tee, wall angle with fine fishered RH-99 board on 4 walls to be fixed by means of steel screw, PVC plug & the NRC 0.55 sound attenction 34 db Arm strong grid 2'-0''x2'-0'' suspended from ceilling including cost, conveyance, taxes of all materials, labour, T&P etc. required for the work complete in all respect as per direction of the Engineer-in-charge.\n\n1st Floor 18.82 Sqm
93 93 Site Clearance\nCutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with alllifts and up to a lead of 1000 metres and earth filling in the depression/pit etc. all complete as per direction of the Engineer-in-charge. 61 Each
94 94 Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge. 0.18 Hector
95 95 Excavation of soil using Hydraulic Excavator and Tippers with Disposal upto 2 km lead, including cutting and loading in tippers, trimming buttom and side slopes, in accordance with requirements of line grades and cross section, and transporting to the embankment location within all laeds and lifts as per technical specifications and as directed by the Engineer-in-charge. 2813.25 Cum
96 96 APPROACH ROAD\nEarth work in excavation of foundation trenches in all Kindes of soil depositing the excavated materials with all leads and lifts T & P shoring & Shuttering if required etc. complete as directed by the E.I.C. 7.74 Cum
97 97 Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T & P required for the work etc. complete 41.28 Cum
98 98 Cement concrete (1:3:6 ) in foundation and floors i.e., below the base course of terrazzo flooring using 4 cm (1 ½ “) size including cost, conveyance, royalties and cost of all labour with T & P required for the work complete. 29.67 Cum
99 99 Cement concrete (1:2:4) with 12 mm size hard crusher broken granite chips. 45.15 Cum
100 100 Supplying and laying of precast interlocking concrete block of 150 mm thick approved design and filling the joints with sand on the prepared surface including cost of all charges. 125 Sqm
101 101 BOUNDARY WALL\nEarth work in excavation of foundation trenches in all Kindes of soil depositing the excavated materials with all leads and lifts T & P shoring & Shuttering if required etc. complete as directed by the E.I.C. 51.41 Cum
102 102 Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T & P required for the work etc. complete 6.98 Cum
103 103 Cement concrete (1:3:6 ) in foundation and floors i.e., below the base course of terrazzo flooring using 4 cm (1 ½ “) size including cost, conveyance, royalties and cost of all labour with T & P required for the work complete. 6.98 Cum
104 104 R.C.C. work of proportion (M-20) inhaving a minimum compressive strength (in work test) 150 Kg/Cm² in 15cm cubes at 28 days after mixing and test … etc. complete.\n\nColumn Base 16.48 Cum
105 105 Plinth Bend 2.85 Cum
106 106 Column in Superstructur 2.48 Cum
107 107 Top 2.17 Cum
108 108 Cutting bending binding of Ms Steel bar inckuding cost of steel 19.99 Qtl
109 109 Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:6) in foundation and plinth including all charges [Vide AR(P) 71 item No.3] 18.24 Cum
110 110 Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:6) in super stucture including all charges 25.88 Cum
111 111 12mm (½”) thick cement plaster (1:6) in finished smooth to outside smooth surface of brick walls after racking out joints including watering and curing etc. complete 125.4 Sqm
112 112 16mm (5/8") thick cement plaster over rbick work (1:6) [Vide AR page-105/14] 176.7 Sqm
113 113 Priming one coat of wall primer including cost of paint. 302.1 Sqm
114 114 Painting Two coat weather coat over a coat of primer all floors with brush to wall surface after cleaning the surface including watering and curing etc. complete 302.1 Sqm
115 115 supplying, fitting and fixing of iron gate with shutter………etc complete 610.23 Kg
116 116 Painting two coats wood/iron work.over a coat of primer Data for 9.30 Sqm 25.52 Sqm
117 117 EI Part\nRecessed wiring to light/ fan/ exhaust fan/ call bell point with 1.5 sqmm FR PVC pipe insulated single core multistrand cupper conductor of ISI marked with 20mm dia non- metallic PVC flexable conduit with 5 AMP. 250 V piano type switch ISI arked and ceiling rose ISI marked on MS box having front Bakelite cover of suitable size, Ms box with 1.5 sqmm FR PVC insulated single core multistrand copper conducter as earth wire including all accessories and connection as per direction of Engineer incharge. (make of wire Finolex / L&T/ Ancor/ Havels/ V= guard) \n\na)        Group- A (GF) 20 Nos
118 118 a)        Group- A (FF) 10 Nos
119 119 b)       Group- B (GF) 30 Nos
120 120 b)       Group- B (FF) 21 Nos
121 121 c)        Group- C (GF) 5 Nos
122 122 c)        Group- C (FF) 1 Nos
123 123 Recesssed wiring to 3 pin 5amp plug point with 1.5sqmm FR PVC insulated single core multistrand cupper condutor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5amp 250V piono typeswitch ISI marked (GF) 11 Nos
124 124 Recesssed wiring to 3 pin 5amp plug point with 1.5sqmm FR PVC insulated single core multistrand cupper condutor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5amp 250V piono typeswitch ISI marked (FF) 2 Nos
125 125 S/F of 5/6 a switch and 3 pin 5/6 a socket on existing board (GF) 16 Nos
126 126 S/F of 5/6 a switch and 3 pin 5/6 a socket on existing board (FF) 10 Nos
127 127 Cirecuit submain wiring in PVC conduit \n\n2x1.5 sqmm+1x1.5 sqmm (GF) 85 Mtr
128 128 2x1.5 sqmm+1x1.5 sqmm (FF) 80 Mtr
129 129 2x2.5 sqmm+ 1x1.5 sqmm (GF) 105 Mtr
130 130 2x2.5 sqmm+ 1x1.5 sqmm (FF) 105 Mtr
131 131 2x4 sqmm+ 1x1.5 sqmm (GF) 90 Mtr
132 132 2x4 sqmm+ 1x1.5 sqmm (FF) 45 Mtr
133 133 2x6 sqmm+ 1x2.5 sqmm (GF) 20 Mtr
134 134 2x6 sqmm+ 1x2.5 sqmm (FF) 10 Mtr
135 135 S/F of B.K angel holder without bulb (GF) 12 Nos
136 136 S/F of B.K angel holder without bulb (FF) 10 Nos
137 137 S/F of 20 Watt LED box type fitting (GF) 10 Nos
138 138 S/F of 20 Watt LED box type fitting (FF) 12 Nos
139 139 Supply of A.C Ceilling fan (Bajaj/ Elegance/ Usha) 48” fan (GF) 8 Nos
140 140 Supply of A.C Ceilling fan (Bajaj/ Elegance/ Usha) 48” fan (FF) 8 Nos
141 141 S/F of electronic fan regulator (GF) 8 Nos
142 142 S/F of electronic fan regulator (FF) 8 Nos
143 143 S/f of wall mounted fan (Make Havells/ CG heavy duty) (GF) 12 Nos
144 144 Supply of 9Watt LED bulb lamp (GF) 12 Nos
145 145 Supply of 9Watt LED bulb lamp (FF) 10 Nos
146 146 S/f of superier type call bell with bell push (GF) 1 nos
147 147 S/f of superier type call bell with bell push (FF) 1 nos
148 148 S/f of Exhust Fan 12" size (Bajaj/USHA/ Havells) (GF) 2 Nos
149 149 S/f of Exhust Fan 12" size (Bajaj/USHA/ Havells) (FF) 1 Nos
150 150 S/f of Portico light fitting (GF) 2 Nos
151 151 S/f of celling ligh 15W (Croam Round LCDD 15- CDL/ TL/WW) (GF) 16 Nos
152 152 S/f of 60 Watt LED street light fitting complete G.I bracket and all connection (Bajaj/ Havells/ crompton) (GF) 4 Nos
153 153 S/f of 3 pin 15 Amp plug with switch on board (GF) 12 Nos
154 154 S/f of 3 pin 15 Amp plug with switch on board (FF) 8 Nos
155 155 S/f of 6 way double door MCB box with 32 Amp DP MCB 1no and 16 AMP SP MCB 4nos (GF) 2 Nos
156 156 S/f of 6 way double door MCB box with 32 Amp DP MCB 1no and 16 AMP SP MCB 4nos (FF) 2 Nos
157 157 S/f of computer board (GF) 4 Nos
158 158 S/f of computer board (FF) 2 Nos
159 159 S/f of earthing with G.I pipe 40 mmdia ISI marked as per Govt. specification (GF) 2 Nos.
160 160 S/f of 25sqmm 3 1/2 core Aluminium Armould cable (Polycab/Nicco/havells) (GF) 70 Mtr
161 161 S/f of 100A TPN main switch (GF) 1 Nos
162 162 S/f of 100 A TPN Copper Busbar (GF) 1 Nos
163 163 S/f of 4x10sqmm Aluminium Armould cable (Polycab/Nicco/havells) (FF) 20 Mtr
164 164 S/f of 63A TPN main switch (FF) 1 Nos
165 165 S/f of 63 A TPN Copper Busbar (FF) 1 Nos
166 166 S/f of 8 SWG copper wire for earthing connection (FF) 20 Mtr
167 167 P. H. WORK\nSupplying all materials, labour,T&Pand providing and fixing to wall or ceiling and floor pvc pipes conforming to ASTM-D-1785/04 (Sch-80) and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge.\n\n20mm dia P.V.C. pipe\nGround Floor 15 Mtrs.
168 168 Frist Floor 6 Mtrs.
169 169 25mm dia P.V.C. Pipe\n\nGround Floor 35 Mtrs.
170 170 Frist Floor 25 Mtrs.
171 171 32mm dia P.V.C. pipe \nGround Floor 30 Mtrs.
172 172 Frist Floor 20 Mtrs.
173 173 40mm dia P.V.C. pipe 40 Mtrs.
174 174 Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials including cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.\n\n15mm dia CP angle stop cock (Jaquar)CON-CHR-059KN 8 Each
175 175 15mm dia CP short body bib cock (Jaquar)CON-CHR-047KN 2 Each
176 176 15mm dia CP long body bib cock (Jaquar Make)CON-107KN 2 Each
177 177 15mm dia CP two way bib cock (Jaquar)CON-041KN 2 Each
178 178 20mm dia CP concealed stop cock (Jaquar Make)CON-089KN 3 Each
179 179 Flush cock with wall flange (Jaquar make) (APR - ESS - 101081) 1 Each
180 180 25mm dia brass full way valve (Sakti make) 2 Each
181 181 32mm dia brass full way valve (Sakti make) 2 Each
182 182 40mm dia brass full way valve (Sakti make) 2 Each
183 183 25mm dia CP Health Faucet (Jaquar Make)ALD - CHR - 565 2 Each
184 184 15mm CP Extension piece 18 Each
185 185 15mm size C.P. flange 18 Each
186 186 125mm CP grating 10 Each
187 187 Supplying all materials , labour, T&P and fixing rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr width KB brickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxes etc.all complete as per approved drawing , P.H. specification and direction of Engineer-in-charge \n\n2000 liters capacity PVC water storage tank(Syntex three leyer white) ( on 1st floor ) 2 Each
188 188 supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per direction of Engineer-in-charge.\n\nGround Floor 4 Each
189 189 Frist Floor 2 Each
190 190 Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proof as per P.H. specification and direction of Engineer-in-charge\n\nGround Floor 2 Each
191 191 Frist Floor 2 Each
192 192 Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages including watering , curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge.\n\nGround Floor 20 Mtr.
193 193 Frist Floor 10 Mtr.
194 194 Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.\n\n110mm U-PVC SWR Pipe(Ori Plast/Finolex/Supreme Make Type-B) 44 Mtr.
195 195 110mm U-PVC ‘P’ Trap(Ori Plast/Finolex/Supreme Make) 4 Each
196 196 110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make) 5 Each
197 197 110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make) 6 Each
198 198 110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make) 6 Each
199 199 110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make) 3 Each
200 200 110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make) 3 Each
201 201 110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make) 6 Each
202 202 110mm U-PVC D/Jn door(Ori Plast/Finolex/Supreme Make) 2 Each
203 203 110mm U-PVC Socket (Ori Plast/Finolex/Supreme Make) 12 Each
204 204 Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages , cost & conveyance of all materials to worksite, payment of royality , taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.\n\n580mm size Orissa pan (Hindware/Parryware/Neycer make) 2 Each
205 205 Supplying all materials, labour, T&P and fixing glazed earthenware squatting plate of size 600mmx350mm with integral longitudinal flushing pipe including cutting the door & mending good the damages embedding the plate in 25mm. Cement mortar(1:8) laid over 150mm. Cement concrete(1:5:10) using 40mm hard granite metal including 6mm. Thick white cement finishing at the top of the urinal foot plate etc.all complete as per specification and direction of the Engineer in charge. 1 Each
206 206 Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge\n\n10 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make ) 3 Each
207 207 Supplying all materials,labour,T&P and fixing bowl pattern urinal of the following sizes including connecting the urinal with 32mm. dia pvc waste pipe 910mm. long by means of white lead mixed with chopped hemp, fixing 32mm. dia CP dome waste, 15mm. dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc. all complete as per specification and direction of the Engineer in charge. Half Stall urinal 2 Each
208 208 Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet(European type W.C. pan)with integral 'p' or 's' trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing , cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge\n\nEuropean water closet with 'S' trap plain(Hindware/Parryware/Neycer make) 1 Each
209 209 Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered 'Hot' and 'Cold' with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment of taxes etc. all complete as perP.H specification and direction of the Engineer-in-charge\n\n550mmx400mm W.H.basin (Hindware/Parryware/Neycer make)with 15mm dia C.P.pillar cock (Jaquar make) with Pedestal 4 Each
210 210 Supplying all materials, labour, T&P for fitting & fixing plain edge kitchen/wall sink of all standard sizes with a pair of bracket, C.P. waste, trap & P.V.C. waste pipe & painting brackets including supply of cement concrete & mortar etc. all complete. 24” x 18” x 10” sink 1 Each
211 211 Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge\n\n25mmx600mm long CP towel rail 3 Each
212 212 Towel ring 3 Each
213 213 Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge.\n\n600mmx125mm plate glass shelf 3 Each
214 214 Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge.\n\n600mmx450mm size B.E mirror 3 Each
215 215 Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge\nCP soap holder 3 Each
216 216 Supplying all materials labor T&P & Fitting & fixing CP shower with rim with supply of red lead and yarn nail complete as per direction of Engineer in charge.\n\n15mm x 125mm size CP Shower(Plaza make) 3 Each
217 217 Supplying all materials , labour, T&P and cutting holes through existing brick or laterite masonry wall for taking U-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 8 Each
218 218 Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 4 Each
219 219 Supplying all materials ,labour ,T&P and constructing Inspection Chamber of inside size 760mmx760mmx460mm with cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips, 12mm thick cement plaster (1:3) with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc.all complete as per approved drawing, P.H specification and direction of Engineer-in-charge\n\nInside size 76cmx76cmx46cm with 45cm dia RCC MH cover 3 Each
220 220 Supplying all materials ,labour ,T&P and constructing gully trap chamber of inside size 250mmx250mm with 8cm thick RCC precast cover slab in cement concrete (1:2:4) mix using 12mm size crusher broken HG chips, foundation concrete (1:4:8) using 40mm size crusher broken HG metal on bed and around trap, KB brick work in cement mortar (1:6) in foundation and plinth and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap, 150mmX150mm size CI grating etc.all complete as per drawing, specification and direction of Engineer-in-charge 2 Each
221 221 Supplying all materials labour T&P filling sand in lavatories well watered and rammed including lead of materials to work site. 1.83 Cum
222 222 Supplying all materials, labour, T&P and providing cement concrete ( 1:4:8 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 1.2 Cum
223 223 Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 1.5 Cum
224 224 Supplying all materials, labour, T&P and providing and fixing ceramic tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( ceramic floor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size 40cmx40cm special printed series to be pre-approved by the Engineer-in-charge ) Kajaria Tiles 40cmX40cm\n\nGround Floor 11 Sqm
225 225 Frist Floor 5.5 Sqm
226 226 Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size 25cmx33cm special plain / printed series to be pre-approved by the Engineer-in-charge ) Kajaria Tiles 25cmX40cm\n\nGround Floor 58 Sqm
227 227 Frist Floor 25 Sqm
228 228 Supplying all materials, labour, T&P and providing marble slab urinal partition wall including cutting grooves in wall and making good the damages, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of the Engineer in charge 1.44 Sqm
229 229 Supplying all materials, labour, T&P and providing brick work in super structure with C.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 1.5 Cum.
230 230 Fitting & fixing of Aquagurad Cooler Cum Purifier for drinking water privision. 1 nos\n\nCost of Aquaguard Cooler - Cum Purifier 1 Each
231 231 Providing fitting,fixing of Aluminium door with anodized Aluminium door section of 9202 as vertical member , 9201 as top and 9200 as middle bottom member with frame section no. 9221 and tapered clip no. 4660 and the frame to be completed by means of jointing angle no. 1855 including all cost of labour ,T&P hire charges of drilling machine ,labour charges etc. Completeref: OBI10 7.88 sqm
232 232 Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufacture's specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge\n\n110mm dia UPVC. pipe 16 Mtr.
233 233 160mm dia UPVC. pipe 26 Mtr.
234 234 Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification. \n\nMH chamber size 0.91m x 0.91 m x 0.91 m with 0.45 m dia RCC MH Cover 2 Each
235 235 Supplying all materials labour T&P and constructing 1.40m dia x 2.60 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site. 1 Each
236 236 30 Users septic tank of size 3.60m x 1.10m x 2.23m Internal size\n\nEarth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge. 17.64 Cum.
237 237 Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft. 8.23 Cum.
238 238 Supplying all materials labour T&P filling sand in foundation and plinth with well watered and rammed etc all complete as per direction of Engineer-in-charge. 1.76 Cum.
239 239 Supplying all materials, labor T&P providing CC (1:3:6) with 4 cm HG metal including watering curing lead of all materials to site etc. complete. 1.76 Cum.
240 240 Supplying all labor T&P &Providing C.C. (1:2:4) with 12mm size broken hard granite chips including watering curing & lead of all materials to site etc. all complete. 1.39 Cum.
241 241 Providing C.C. (1:1½:3) with 12mm size hard granite chips of RCC work including hoisting and laying and curing with lead of all materials to site. 0.79 Cum.
242 242 Supplying all materials, T&P and providing MS reinforcement for RCC work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauges. 0.7 Qntl.
243 243 Rigid & smooth centering & sheltering for RCC work including falls work & dismantling than after casting including cost of materials in ground floor.RCC floor, roof slab chhaja up to 4.430 m height 6.24 Sqm.
244 244 Supplying all materials labour T&P and providing 1st class KB brick work in CM (1:3) in foundation and plinth including watering and curing and lead of materials to site. 9.38 Cum.
245 245 Supplying all materials labour T&P and providing 12mm thick C.P (1:3) including watering curing and conveyance of all materials to site. 27.56 Sqm.
246 246 Supplying all materials labour T&P and providing 12mm thick C.P (1:6) including watering curing and conveyance of all materials to site. 28.91 Sqm.
247 247 Supplying all materials labour T&P and providing cement punning including watering curing and conveyance of all materials to site. Same as inside plastering 27.57 Sqm.
248 248 Supplying all materials labour T&P and fitting and fixing 12mm dia MS/CI step iron including supply of necessary CC(1:2:4) for fixing etc. complete as per PH specification. 4 Each
249 249 Supplying all materials, labour T&P for providing fitting & fixing 100mm x 100mm SW Tee in wall including filling the recess with cement concrete (1:2:4) with 12mm size HG chips all complete including watering curing conveyance of all materials to work site payment of royalty all complete as per specification and direction of Engineer in charge. 2 Each
250 250 Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC. 2.37 Cum.
251 251 Supplying all materials, labour, T&P & constructing mesonary drain of size 0.30mtr x 0.45mtr drains as per P.H. design & specification including lead of all materials to site. 10 mtr
252 252 \nDrilling of 200mm dia bore\n\n00 mtr to 30mtr 30 mtr
253 253 30 mtr to 60mtr 30 mtr
254 254 Drilling of 150mm dia bore\n\n60 mtr to 175.00mtr 115 mtr
255 255 Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials.\n\nLowering of 200mm dia P.V.C casing pipes\n00 mtr to 30 mtrs 30 mtr
256 256 30 mtr to 70mtr 30 mtr
257 257 Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber 'O' ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length.\n200mm dia PVC (sch-80) pipe 60 mtr
258 258 Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) 1 Each
259 259 Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge\nBy DTH Rig 1 Each
260 260 Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation:\n\nRocky terrain with boulder formation for 300m depth 2 Each site
261 261 Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make)\n\n2HP single phase 3 stage vertical / horizontal submersible pump set at head range 20 to 35 meters discharge 145 to 110 LPM with outlet dia of 25mm ( 1 Each
262 262 DOL Control panel 1 Each
263 263 40mm dia steel short piece 1 Each
264 264 Well cap 1 Each
265 265 50mm size CI bracket 1 Pair
266 266 2.50sqmm flat cable 120 Mtr
267 267 20mm dia rigid UPVC pipes 70 Mtr
268 268 Steel rope with cover 70 Mtr
269 269 Labour charges for lowering including transportation 1 Each
270 270 Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge\n\n32mm HDPE pipes (Finolex/Supreme make) 90 mtr
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