Optimising And Revamping Of The Existing Distribution Network And Provision Of Scada For Salem City Municipal Corporation

Tender Notice

23234582
Optimising And Revamping Of The Existing Distribution Network And Provision Of Scada For Salem City Municipal Corporation
Indian
Tamil Nadu
13-01-2020
11-02-2020
12-02-2020

Tender Details

Optimising And Revamping Of The Existing Distribution Network And Provision Of Scada For Salem City Municipal Corporation

Key Value

Document Fees
Refer document
EMD
INR 6884000.00 /-
Tender Value
INR 68.84 Crore /-

BOQ Items

Name of Work: OPTIMISING AND REVAMPING OF THE EXISTING DISTRIBUTION NETWORK AND PROVISION OF SCADA FOR SALEM CITY MUNICIPAL CORPORATION
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 CONSTRUCTION OF OHT AT VIDHYA NAGAR IN ZONE 48B (CAPACITY: 1.0ML & STAGING: 15m), AMMAPET IN ZONE 45B (CAPACITY: 1.5ML & STAGING: 15m), NARAYAN NAGAR, KITCHIPALAYAM IN ZONE 43B (CAPACITY: 2.5ML & STAGING:15m)
2 1.02 Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff black cotton, hard red earth,,shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20 B etc and as directed by Departmental Engineers. 1558 1 m3 \n(One Cubic meter)
3 1.03 Earthwork excavation and depositing in bank with initial lead of 10 meters and initial lift of 2 metres in soft disintegrated rock laterite ,soft rock, kankar etc. (not requiring blasting) at all depths and depositing the same as directed by the Engineer in charge 854 1 m3 \n(One Cubic meter)
4 1.04 Removing hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited and including the cost of removing the all materials from the site and depositing the same in the places shown by the Engineer in charge etc., .complete and as directed by the Engineer in charge. PWD SOR 2019-20 Pg 26 243 1 m3 \n(One Cubic meter)
5 1.05 Refilling the foundation with suitable excavated earth (other than sand) available in layers of not more than 20 cm thick , watering, ramming and consolidating etc., complete as per standard specifications and as directed by the Departmental Engineers. 1540 1 m3 \n(One Cubic meter)
6 1.06 Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 82 1 m3 \n(One Cubic meter)
7 1.07 Providing and laying Reinforced Cement concrete of grade M25 using 20 mm gauge hard broken stone jelly for RCC works in various depth and lift excluding cost of Steel reinforcement, centering shuttering but including cost of materials, mixing, placing in position, lifting, ramming, consolidation by Mechanical Vibrator, levelling, curing and finishing etc complete as per standard specifications and as directed by Departmental Engineers.
8 1.08 Below ground level ( -1.5 to -3m) Raft foundation and Columns 587 1 m3 \n(One Cubic meter)
9 1.09 0 to -1.5m ( below ground) Columns, Brace and staircase 209 1 m3 \n(One Cubic meter)
10 1.1 Columns, Brace and staircase
11 1.11 Above ground
12 1.12 0 to 1.5m 113 1 m3 \n(One Cubic meter)
13 1.13 1.5 to 4.5m 225 1 m3 \n(One Cubic meter)
14 1.14 4.5 to 7.32 211 1 m3 \n(One Cubic meter)
15 1.15 7.32 to 10.98m 274 1 m3 \n(One Cubic meter)
16 1.16 10.98m to 14.64 274 1 m3 \n(One Cubic meter)
17 1.17 Reinforced Cement concrete M30 using 20mm gauge hard broken stone jelly for reinforced cement concrete works excluding cost of steel, centering, shuttering and cost of steel reinforcement but including laying in position, compacting, curing, finishing, etc., complete
18 1.18 14.64 to 18.3m 949 1 m3 \n(One Cubic meter)
19 1.19 18.3 to 21.96 m 371 1 m3 \n(One Cubic meter)
20 1.2 Supplying, fabricating and laying in position T.M.T steel reinforcement for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc. 439000 1 Kg\n(One Kilo Grame)
21 1.21 Supplying and erecting of steel centring, shuttering for soffits and sides including necessary supports strutting & removal etc for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for ring laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurina Props 10cm - 13cm spaced at 75cm c/c in various levels etc., complete as per standard specifications and as directed by the Departmental Engineers.
22 1.22 For raft & beams etc., 1694 1 m2\n(One Square meter)
23 1.23 for columns 438 1 m2\n(One Square meter)
24 1.24 Above ground level
25 1.25 Centering for Column & Sunshade (20%) upto 3.3m 710 1m2 ( One Square Meter)
26 1.26 3.3m to 4.3m 216 1m2 ( One Square Meter)
27 1.27 4.3m to 5.3m 216 1m2 ( One Square Meter)
28 1.28 5.3m to 6.3m 216 1m2 ( One Square Meter)
29 1.29 6.3m to 7.3m 216 1m2 ( One Square Meter)
30 1.3 7.3m to 8.3m 216 1m2 ( One Square Meter)
31 1.31 8.3m to 9.3m 216 1m2 ( One Square Meter)
32 1.32 9.3m to 10.3m 216 1m2 ( One Square Meter)
33 1.33 10.3m to 11.3m 216 1m2 ( One Square Meter)
34 1.34 11.3m to 12.3m 216 1m2 ( One Square Meter)
35 1.35 12.3m to 13.3m 216 1m2 ( One Square Meter)
36 1.36 13.3m to1 4.3m 216 1m2 ( One Square Meter)
37 1.37 14.3m to15.3m 151 1m2 ( One Square Meter)
38 1.38 Centering forplain surfaces upto 3.3m -for beams , slabs, stairs 965 1m2 ( One Square Meter)
39 1.39 3.3m to 4.3m 293 1m2 ( One Square Meter)
40 1.4 4.3m to 5.3m 293 1m2 ( One Square Meter)
41 1.41 5.3m to 6.3m 293 1m2 ( One Square Meter)
42 1.42 6.3m to 7.3m 293 1m2 ( One Square Meter)
43 1.43 7.3m to 8.3m 293 1m2 ( One Square Meter)
44 1.44 8.3m to 9.3m 293 1m2 ( One Square Meter)
45 1.45 9.3m to 10.3m 293 1m2 ( One Square Meter)
46 1.46 10.3m to 11.3m 293 1m2 ( One Square Meter)
47 1.47 11.3m to 12.3m 293 1m2 ( One Square Meter)
48 1.48 12.3m to 13.3m 293 1m2 ( One Square Meter)
49 1.49 13.3m to1 4.3m 293 1m2 ( One Square Meter)
50 1.5 14.3m to15.3m 205 1m2 ( One Square Meter)
51 1.51 15 to 21 m above FGL
52 1.52 14.3 to 15.3 (Centering for Column ) 31 1m2 ( One Square Meter)
53 1.53 15.3m to 16.3m 100 1m2 ( One Square Meter)
54 1.54 16.3m to 17.3m 100 1m2 ( One Square Meter)
55 1.55 17.3m to 18.3m 100 1m2 ( One Square Meter)
56 1.56 18.3m to 19.3m 100 1m2 ( One Square Meter)
57 1.57 19.3m to 20.3m 95 1m2 ( One Square Meter)
58 1.58 14.3m to15.3m ( for base slab and beams) 2110 1m2 ( One Square Meter)
59 1.59 19.3m to 20.3m ( for roof beam and slabs) 1538 1m2 ( One Square Meter)
60 1.6 Centering for curved surface
61 1.61 14.3 to 15.3 (Centering for Cylindrical wall ) 118 1m2 ( One Square Meter)
62 1.62 15.3m to 16.3m 390 1m2 ( One Square Meter)
63 1.63 16.3m to 17.3m 390 1m2 ( One Square Meter)
64 1.64 17.3m to 18.3m 390 1m2 ( One Square Meter)
65 1.65 18.3m to 19.3m 390 1m2 ( One Square Meter)
66 1.66 19.3m to 20.3m 358 1m2 ( One Square Meter)
67 1.67 Providing and applying two coats dry distemper of approved brand, and shade on wall surface including priming coat and whitening after throughly brooming the surface to remove all dirt, dust, mortar drops etc 19412 1m2 ( One Square Meter)
68 1.68 Supply and fixing of Handrails of 1.00m height over the top of roof slab of approved pattern and design precasted in RCC M20 concrete using 20 mm size HBG stone jelly including the cost of cement, fabrication and placing in position of reinforcement, centering, precasing, finishing curing etc., complete as directed by the Departmental Engineers. 197 1 Rm ( One Running Meter)
69 1.69 Supplying and fixing in position of side access ladder precasted in RCC M30 concrete using 20mm size HBG stone jelly including cost of all materials, centering, shuttering, strutting, fabrication and placing in position of reinforcement, finishing, curing etc.,complete as per standard specifications and as directed by the Departmental Engineers. 6 1 No (One Number)
70 1.7 Providing and fixing M.S. inspection door of size 60cms*60cms including door of size 50*50*6 mm and shutters of 3 mm thickness with hinges at top and locking arrangement painting with all lead and lifts etc. complete. 6 1 No (One Number)
71 1.71 Supply of DUCTILE IRON CLASS PN10 FLANGED PIPES of nominal dia as listed below with inside cement mortar lining and outside metallic zinc coating with bitumen finish, rubber ring / gasket joints including cost of all jointing material as per IS 8329 / 2000. ( 2 m length of pipes)
72 1.72 (a) 200 mm (Inlet & Scour Pipe) 104 1 M (One Meter)
73 1.73 (b) 300 mm (Inlet Pipe) 25 1 M (One Meter)
74 1.74 (b) 400 mm (Outet, Standby & Overflow pipe) 63 1 M (One Meter)
75 1.75 (b) 500 mm (Outet, Standby & Overflow pipe) 126 1 M (One Meter)
76 1.76 Supply and delivery of DI specials (ALL FLANGE) to the site of work (such as bends,Tees & tapers etc.,) conforming to IS 9523/2000 and as amended from time to time including loading, freight, unloading, stocking at site, transit insurance charges, all taxes, etc. complete and as directed by the TWAD Board officers.required for the following pipes. 2885 1 Kg (One Kilogram)
77 1.77 Supply and delivery of DI D / F (Soft Seated) resilient seated soft sealing Gate Valves (Sluice Valves / Scour Valves) as per following sizes with body bonnet of ductile cast iron of grade GGG 40, wedge fully rubber lined with EDPM, replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and with replaceable stem nut and the valves should be of vacuum tight and 100 % leak proof with face to face dimensions as per BS 5163 - 89 / IS 14846 - 2000 / DIN 3202 F4. All the valves should be with Electrostatice powder coating both inside and outside pocket less less straight thro body passage. All the valves are to be compatible for buried application with pressure rating PN 16.
78 1.78 (a) 200 mm (Inlet & Scour Pipe) 10 1 No (One Number)
79 1.79 (b) 300 mm (Inlet Pipe) 2 1 No (One Number)
80 1.8 (b) 400 mm (Outet, Standby & Overflow pipe) 5 1 No (One Number)
81 1.81 CI Sluice Valves Non raising Spindle types to pressure rating of 1.6 PN (Long body/long face to face) as per IS standards (With spur gear arrangements) 10 1 No (One Number)
82 1.82 Construction of Masonry valve pit for fixing the following sizes of all valves as per the type design. The foundation shall be in PCC M10 and brick work in CM 1:5 plastering in CM 1:3, 12mm thick and the pit provided with 100mm thick RCC M20 mix, cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of the pit, providing cut stone set, cost of steel reinforcement fabrication charges etc. complete as per drawings and excluding the cost of valves CI pipes specials etc. complete as per standard specification and as directed by the Departmental Engineers.
83 1.83 1.30x1.30x1.40m Size 12 1 No (One Number)
84 1.84 1.50x1.50x1.60m Size 5 1 No (One Number)
85 1.85 1.50x1.50x1.80m Size 10 1 No (One Number)
86 1.86 PIPES AND ALLIED WORKS
87 1.87 Cutting of road surface for pipeline trenches and disposing of the excavated materials as directed by the Engineer including barricading, Danger ligthing as per standard specifications etc complete and as directed by Departmental Engineers etc complete
88 1.88 Cutting of B.T. Roads road for laying of following dia pipes 35138 1 m3 \n(One Cubic meter)
89 1.89 Cutting of Cement Concrete (CC) road for laying of following dia pipes 2928 1 m3 \n(One Cubic meter)
90 1.9 Earthwork - excavating and depositing on bank with in initial lead of 10 m and initial lift of 2m and refilling of pipeline works otherthan loose soil on linear measurement basis including bailing out water including guarding and lighting in trenches for laying of pipes in Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil etc., all complete as per standard specifications and as directed by the Departmental Engineers.
91 1.91 For DI K7 class Pipes laying in Zones 31 Hanging Garden, 43A Ayyasamy Park, 43B Narayan Nagar (Kitchipalayam), 45A Ammapet, 45B Ammapet, and 48B Vidhya Nagar 54985 1 m3 \n(One Cubic meter)
92 1.92 For HSCs
93 1.93 (a) for all dia for width of 0.6 m & depth of 1.05 mt 75034 1 m3 \n(One Cubic meter)
94 1.94 Earth work excavation and depositing on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers
95 1.95 In Medium rock and dense medium rock not requiring blasting. 14953 1 m3 \n(One Cubic meter)
96 1.96 Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by TWAD Board Officers. 2639 1 m3 \n(One Cubic meter)
97 1.97 Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement
98 1.98 DI Pipe line work 65428 1 m3 \n(One Cubic meter)
99 1.99 House Service Connections 97719 1 m3 \n(One Cubic meter)
100 2 Providing well Graded Sand as per drawing and specifications around pipe to achieve Class N Bedding. Class N bed material shall only be used where the pipe trench is founded in hard rock or otherwise as directed by the Engineer. Tests specified for determining silt in sand and organic impurities as described in IS 383 shall apply. (20% of total length for rock strata) 20732 1 m3 \n(One Cubic meter)
101 2.01 Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5 kms distance. 24481 1 m3 \n(One Cubic meter)
102 2.02 Supply of DI Socket / Spigot class K-7 pipes of nominal dia as listed below with inside cement mortar lining and outside metallic zinc coating with bitumen finish, rubber ring / gasket joints including cost of all jointing material as per IS 8329 / 2000. including all costs and conveyance of materials, loading unloading and stacking at site as directed by departmental engineers etc complete.
103 2.03 (a) 100 mm 87354 1 M (One Meter)
104 2.04 (b) 150 mm 5397 1 M (One Meter)
105 2.05 (c) 200 mm 1971 1 M (One Meter)
106 2.06 (d) 250 mm 2748 1 M (One Meter)
107 2.07 (e) 300 mm 1558 1 M (One Meter)
108 2.08 (f) 350 mm 1413 1 M (One Meter)
109 2.09 (g) 400 mm 1662 1 M (One Meter)
110 2.1 (h) 450 mm 747 1 M (One Meter)
111 2.11 (i) 500 mm 687 1 M (One Meter)
112 2.12 (j) 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) 1060 1 M (One Meter)
113 2.13 (k) 350 mm (For Transmission main up to OHT in Kitchipalyam) 1400 1 M (One Meter)
114 2.14 Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Departmental Engineers.
115 2.15 (a) 100 mm 15883 1 No (One Number)
116 2.16 (b) 150 mm 981 1 No (One Number)
117 2.17 (c) 200 mm 358 1 No (One Number)
118 2.18 (d) 250 mm 500 1 No (One Number)
119 2.19 (e) 300 mm 283 1 No (One Number)
120 2.2 (f) 350 mm 257 1 No (One Number)
121 2.21 (g) 400 mm 302 1 No (One Number)
122 2.22 (h) 450 mm 136 1 No (One Number)
123 2.23 (i) 500 mm 125 1 No (One Number)
124 2.24 (j) 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) 193 1 No (One Number)
125 2.25 (k) 350 mm (For Transmission main up to OHT in Kitchipalyam) 255 1 No (One Number)
126 2.26 Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.
127 2.27 (a) 100 mm 87354 1 M( One Meter)
128 2.28 (b) 150 mm 5397 1 M( One Meter)
129 2.29 (c) 200 mm 1971 1 M( One Meter)
130 2.3 (d) 250 mm 2748 1 M( One Meter)
131 2.31 (e) 300 mm 1558 1 M( One Meter)
132 2.32 (f) 350 mm 1413 1 M( One Meter)
133 2.33 (g) 400 mm 1662 1 M( One Meter)
134 2.34 (h) 450 mm 747 1 M( One Meter)
135 2.35 (i) 500 mm 687 1 M( One Meter)
136 2.36 (j) 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) 1060 1 M( One Meter)
137 2.37 (k) 350 mm (For Transmission main up to OHT in Kitchipalyam) 1400 1 M( One Meter)
138 2.38 Lowering the following CI/DI K7 pipes and specials into trench and laying to proper grade and alignment etc., complete as per standard specifications and as directed by the Departmental Engineers.
139 2.39 100 mm 87354 1 M( One Meter)
140 2.4 150 mm 5397 1 M( One Meter)
141 2.41 200 mm 1971 1 M( One Meter)
142 2.42 250 mm 2748 1 M( One Meter)
143 2.43 300 mm 1558 1 M( One Meter)
144 2.44 350 mm 1413 1 M( One Meter)
145 2.45 400 mm 1662 1 M( One Meter)
146 2.46 450 mm 747 1 M( One Meter)
147 2.47 500 mm 687 1 M( One Meter)
148 2.48 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) 1060 1 M( One Meter)
149 2.49 350 mm (For Transmission main up to OHT in Kitchipalyam) 1400 1 M( One Meter)
150 2.5 Supply and delivery of DI specials to the site of work (such as bends,Tees & tapers etc., along the alignment of feeder mains) conforming to IS 9523/2000 and as amended from time to time including loading, freight, unloading, stocking at site, transit insurance charges, all taxes, etc. complete and as directed by Departmental Engineers etc., complete as per standard specifications.
151 2.51 TEES
152 2.52 100X100 626 Nos A/s Tee 9525 1 Kg (One Kilogram)
153 2.53 150X100 12 Nos A/s Tee 294 1 Kg (One Kilogram)
154 2.54 150X150 6 Nos A/s Tee 144 1 Kg (One Kilogram)
155 2.55 200X100 5 Nos A/s Tee 60 1 Kg (One Kilogram)
156 2.56 200X150 4Nos A/s Tee 136 1 Kg (One Kilogram)
157 2.57 200X200 5 Nos A/s Tee 160 1 Kg (One Kilogram)
158 2.58 250*100 4 Nos A/s Tee 76 1 Kg (One Kilogram)
159 2.59 250X150 1 Nos A/s Tee 86 1 Kg (One Kilogram)
160 2.6 250 X200 3 Nos A/s Tee 245 1 Kg (One Kilogram)
161 2.61 250X250 13 Nos A/s Tee 440 1 Kg (One Kilogram)
162 2.62 300 X100 1 Nos A/s Tee 245 1 Kg (One Kilogram)
163 2.63 300X150 4 Nos A/s Tee 55 1 Kg (One Kilogram)
164 2.64 300X300 Nos A/s Tee 308 1 Kg (One Kilogram)
165 2.65 350X100 Nos A/s Tee 290 1 Kg (One Kilogram)
166 2.66 350X150 Nos A/s Tee 65 1 Kg (One Kilogram)
167 2.67 350X200 Nos A/s Tee 74 1 Kg (One Kilogram)
168 2.68 350X300 Nos A/s Tee 91 1 Kg (One Kilogram)
169 2.69 350X350 Nos A/s Tee 300 1 Kg (One Kilogram)
170 2.7 400X100 Nos A/s Tee 210 1 Kg (One Kilogram)
171 2.71 400X150 Nos A/s Tee 234 1 Kg (One Kilogram)
172 2.72 400X200 Nos A/s Tee 87 1 Kg (One Kilogram)
173 2.73 400X400 Nos A/s Tee 384 1 Kg (One Kilogram)
174 2.74 450X300 Nos A/s Tee 154 1 Kg (One Kilogram)
175 2.75 500X200 Nos A/s Tee 127 1 Kg (One Kilogram)
176 2.76 500X300 Nos A/s Tee 167 1 Kg (One Kilogram)
177 2.77 500X450 Nos A/s Tee 398 1 Kg (One Kilogram)
178 2.78 500X500 Nos A/s Tee 414 1 Kg (One Kilogram)
179 2.79 4 WAY TEE (CROSS)
180 2.8 100X100 69 Nos A/s Cross 1311 1 Kg (One Kilogram)
181 2.81 150X100 17 Nos A/s Cross 425 1 Kg (One Kilogram)
182 2.82 150X150 4 Nos A/s Cross 128 1 Kg (One Kilogram)
183 2.83 200*100 9 Nos A/s Cross 306 1 Kg (One Kilogram)
184 2.84 200X200 3 Nos A/s Cross 150 1 Kg (One Kilogram)
185 2.85 250*100 2 Nos A/s Cross 82 1 Kg (One Kilogram)
186 2.86 250X150 3 Nos A/s Cross 144 1 Kg (One Kilogram)
187 2.87 250*250 2 Nos A/s Cross 134 1 Kg (One Kilogram)
188 2.88 300*100 2 Nos A/s Cross 108 1 Kg (One Kilogram)
189 2.89 300X 250 1 Nos A/s Cross 83 1 Kg (One Kilogram)
190 2.9 400 X 100 1 Nos A/s Cross 90 1 Kg (One Kilogram)
191 2.91 450X 100 1 Nos A/s Cross 100 1 Kg (One Kilogram)
192 2.92 ELBOW & BENDS
193 2.93 100 mm D/s Bend 900 75 Nos 825 1 Kg (One Kilogram)
194 2.94 150 mm D/s Bend 900 8 Nos 160 1 Kg (One Kilogram)
195 2.95 200 mm D/s Bend 900 5 Nos 160 1 Kg (One Kilogram)
196 2.96 250 mm D/s Bend 900 3 Nos 138 1 Kg (One Kilogram)
197 2.97 300 mm D/s Bend 900 1 Nos 65 1 Kg (One Kilogram)
198 2.98 350 mm D/s Bend 900 4 Nos 348 1 Kg (One Kilogram)
199 2.99 400 mm D/s Bend 900 4Nos 452 1 Kg (One Kilogram)
200 3 450 mm D/s Bend 900 4 Nos 660 1 Kg (One Kilogram)
201 3.01 500 mm D/s Bend 900 1 Nos 187 1 Kg (One Kilogram)
202 3.02 100 mm D/s Bend 45 0 75 Nos 750 1 Kg (One Kilogram)
203 3.03 150 mm D/s Bend 45 0 8 Nos 128 1 Kg (One Kilogram)
204 3.04 200 mm D/s Bend 45 0 5 Nos 130 1 Kg (One Kilogram)
205 3.05 250 mm D/s Bend 45 0 3Nos 108 1 Kg (One Kilogram)
206 3.06 300 mm D/s Bend 45 0 1Nos 49 1 Kg (One Kilogram)
207 3.07 350 mm D/s Bend 45 0 4 Nos 260 1 Kg (One Kilogram)
208 3.08 400 mm D/s Bend 45 0 4 Nos 328 1 Kg (One Kilogram)
209 3.09 450 mm D/s Bend 45 0 4Nos 548 1 Kg (One Kilogram)
210 3.1 500mm D/s Bend 45 0 1 Nos 135 1 Kg (One Kilogram)
211 3.11 REDUCER
212 3.12 150x100 91 D/s Reducers 1183 1 Kg (One Kilogram)
213 3.13 200x100 34 D/s Reducers 680 1 Kg (One Kilogram)
214 3.14 200x150 13 D/s Reducers 247 1 Kg (One Kilogram)
215 3.15 250x100 18 D/s Reducers 486 1 Kg (One Kilogram)
216 3.16 250x150 12 D/s Reducers 324 1 Kg (One Kilogram)
217 3.17 250x200 9 D/s Reducers 243 1 Kg (One Kilogram)
218 3.18 300x100 10 D/s Reducers 370 1 Kg (One Kilogram)
219 3.19 300x150 6 D/s Reducers 222 1 Kg (One Kilogram)
220 3.2 300x200 1D/s Reducers 38 1 Kg (One Kilogram)
221 3.21 300x250 4 D/s Reducers 140 1 Kg (One Kilogram)
222 3.22 350x100 6 D/s Reducers 294 1 Kg (One Kilogram)
223 3.23 350x200 2 D/s Reducers 98 1 Kg (One Kilogram)
224 3.24 350x250 3 D/s Reducers 141 1 Kg (One Kilogram)
225 3.25 350x300 2 D/s Reducers 90 1 Kg (One Kilogram)
226 3.26 400x100 7 D/s Reducers 413 1 Kg (One Kilogram)
227 3.27 400x150 3 D/s Reducers 192 1 Kg (One Kilogram)
228 3.28 400x200 1 D/s Reducers 63 1 Kg (One Kilogram)
229 3.29 400x250 1 D/s Reducers 62 1 Kg (One Kilogram)
230 3.3 400x300 1 D/s Reducers 59 1 Kg (One Kilogram)
231 3.31 400x350 1 D/s Reducers 55 1 Kg (One Kilogram)
232 3.32 450x250 2 D/s Reducers 158 1 Kg (One Kilogram)
233 3.33 450x300 2 D/s Reducers 154 1 Kg (One Kilogram)
234 3.34 450x350 3 D/s Reducers 219 1 Kg (One Kilogram)
235 3.35 500x100 7 D/s Reducers 721 1 Kg (One Kilogram)
236 3.36 500x200 2 D/s Reducers 206 1 Kg (One Kilogram)
237 3.37 500x300 1 D/s Reducers 99 1 Kg (One Kilogram)
238 3.38 500x350 1 D/s Reducers 94 1 Kg (One Kilogram)
239 3.39 500x400 3 D/s Reducers 267 1 Kg (One Kilogram)
240 3.4 500x450 2 D/s Reducers 194 1 Kg (One Kilogram)
241 3.41 END CAP
242 3.42 100mm dia 1134 1 Kg (One Kilogram)
243 3.43 VALVES
244 3.44 Supply and delivery of DI D / F (Soft Seated) resilient seated soft sealing Gate Valves (Sluice Valves / Scour Valves) as per following sizes with body bonnet of ductile cast iron of grade GGG 40, wedge fully rubber lined with EDPM, replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and with replaceable stem nut and the valves should be of vacuum tight and 100 % leak proof with face to face dimensions as per BS 5163 - 89 / IS 14846 - 2000 / DIN 3202 F4. All the valves should be with Electrostatice powder coating both inside and outside pocket less less straight thro body passage. All the valves are to be compatible for buried application with pressure rating PN 16 including all cost and conveyance.etc complete. as per standard specification
245 3.45 Sluice Valves
246 3.46 (a) 100 mm 158 1 No (One Number)
247 3.47 (b) 150 mm 3 1 No (One Number)
248 3.48 (c) 200 mm 7 1 No (One Number)
249 3.49 (d) 250 mm 5 1 No (One Number)
250 3.5 (e) 300 mm 5 1 No (One Number)
251 3.51 (f) 350 mm 1 1 No (One Number)
252 3.52 (g) 400 mm 6 1 No (One Number)
253 3.53 (h) 200 mm (for transmisison mains) 2 1 No (One Number)
254 3.54 (i) 350 mm (for transmisison mains) 1 1 No (One Number)
255 3.55 Scour Valves
256 3.56 (a) 100 mm 11 1 No (One Number)
257 3.57 CI Sluice Valves Non raising Spindle types to pressure rating of 1.6 PN (Long body/long face to face) as per IS standards (With spur gear arrangements)\n\n
258 3.58 (b) 500 mm 4 1 No (One Number)
259 3.59 Supply and Delivery of Tamper proof DI single chamber air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber including all cost and conveyeance of materials to site as directed by departmental engineers etc complete.
260 3.6 50mm 4 1 No (One Number)
261 3.61 80mm 1 1 No (One Number)
262 3.62 Specials & pipes required for valves of below mentioned sizes & types
263 3.63 Scour Valves
264 3.64 100 x 100 x 100 mm DI A/F. Scour tee (11 nos) 264 1 Kg (One Kilogram)
265 3.65 100 mm x 2.75 m DI F/ Spt. Pipe (11 nos) 731 1 Kg (One Kilogram)
266 3.66 100 mm x 90 0 DI D/F duck foot bend (11 nos) 198 1 Kg (One Kilogram)
267 3.67 100 mm x 0.75 m DI D/F Pipe (11 nos) 252 1 Kg (One Kilogram)
268 3.68 100 mm x 1.00 m DI D/F Pipe (11 nos) 312 1 Kg (One Kilogram)
269 3.69 100 mm dia. DI F/Spt. Semi circular bend (11 nos) 198 1 Kg (One Kilogram)
270 3.7 Sluice Valves (SLV)
271 3.71 100 mm SLV in 100 mm Main (156 Nos)
272 3.72 100 mm dia. DI.F/skt Tail piece 3957 1 Kg (One Kilogram)
273 3.73 150 mm SLV in 150 mm Main (4 Nos)
274 3.74 150 mm dia. DI.F/skt Tail piece 122 1 Kg (One Kilogram)
275 3.75 200 mm SLV in 200 mm Main (7 Nos)
276 3.76 200 mm dia. DI.F/skt Tail piece 410 1 Kg (One Kilogram)
277 3.77 250 mm SLV in 250 mm Main (4 Nos)
278 3.78 250 mm dia. DI.F/skt Tail piece 398 1 Kg (One Kilogram)
279 3.79 300 mm SLV in 300 mm Main (4 Nos)
280 3.8 300 mm dia. DI.F/skt Tail piece 516 1 Kg (One Kilogram)
281 3.81 350 mm SLV in 350 mm Main (1 No)
282 3.82 350 mm dia. DI.F/skt Tail piece 128 1 Kg (One Kilogram)
283 3.83 400 mm SLV in 400 mm Main (5 No)
284 3.84 400 mm dia. DI.F/skt Tail piece 905 1 Kg (One Kilogram)
285 3.85 500 mm SLV in 500 mm Main (6 Nos)
286 3.86 500 mm dia. DI.F/skt Tail piece 829 1 Kg (One Kilogram)
287 3.87 200 mm SLV in 200 mm Main (2 Nos) For Transmission Mains
288 3.88 200 mm dia. DI.F/skt Tail piece 117 1 Kg (One Kilogram)
289 3.89 350 mm SLV in 350 mm Main (1 No) For Transmission Mains
290 3.9 350 mm dia. DI.F/skt Tail piece 128 1 Kg (One Kilogram)
291 3.91 Air Valves
292 3.92 50 mm dia. DAV in 100 mm dia. OD DI main (9 Nos)
293 3.93 100x100x50 mm dia.DI Air valve A/F Tee 60 1 Kg (One Kilogram)
294 3.94 80 mm dia. DAV in 200 mm dia. OD DI main (1 Nos)
295 3.95 200x200x80 mm dia.DI Air valve A/F Tee 39 1 Kg (One Kilogram)
296 3.96 Construction of Masonry valve pit for fixing the following sizes of all valves as per the type design. The foundation shall be in PCC M10 and brick work in CM 1:5 plastering in CM 1:3, 12mm thick and the pit provided with 100mm thick RCC M20 mix, cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of the pit, providing cut stone set, cost of steel reinforcement fabrication charges etc. complete as per drawings and excluding the cost of valves CI pipes specials etc. complete as per standard specification and as directed by the Departmental Engineers.
297 3.97 Sluice Valve, PRV's and Inlet & outlet flow meters
298 3.98 100 mm 158 1 No (One Number)
299 3.99 150 mm 27 1 No (One Number)
300 4 200 mm 20 1 No (One Number)
301 4.01 250 mm 7 1 No (One Number)
302 4.02 300 mm 11 1 No (One Number)
303 4.03 350 mm 3 1 No (One Number)
304 4.04 400 mm 13 1 No (One Number)
305 4.05 500 mm 18 1 No (One Number)
306 4.06 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) 2 1 No (One Number)
307 4.07 350 mm (For Transmission main up to OHT in Kitchipalyam) 1 1 No (One Number)
308 4.08 Scour Valve
309 4.09 100 mm 11 1 No (One Number)
310 4.1 Air Valve
311 4.11 50 mm 4 1 No (One Number)
312 4.12 80 mm 1 1 No (One Number)
313 4.13 House Service Connection
314 4.14 Providing, with suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around shall as detailed in a drawing furnished. including other related required fittings for HSC with uPVC ball valve including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
315 4.15 15 mm connection (1/2") 27145 1 No (One Number)
316 4.16 20 mm connection (3/4") 332 1 No (One Number)
317 4.17 25 mm connection (1") 221 1 No (One Number)
318 4.18 Common items for HSC connection
319 4.19 Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded as per IS:1554 BSPT, ISO:7-1 to suit the corresponding bore\nsizes of 15mm, 20mm and 25mm dia size (1/2", 3/4" and 1") in the saddle Connection, as per IS:1554 BSPT, ISO:7-1 including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete \n\n\n\n\n
320 4.2 15 mm connection (1/2") 27145 1 No (One Number)
321 4.21 20 mm connection (3/4") 332 1 No (One Number)
322 4.22 25 mm connection (1") 221 1 No (One Number)
323 4.23 Poly Propylene compression Female Threaded Adaptor with metal insert of \nSS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK for connecting 15mm, 20mm and 25mm outlet points of Brass \nferrule of sizes 15mm, 20mm and 25mm respectively.including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete \n\n\n
324 4.24 15 mm connection (1/2") 27145 1 No (One Number)
325 4.25 20 mm connection (3/4") 332 1 No (One Number)
326 4.26 25 mm connection (1") 221 1 No (One Number)
327 4.27 Poly Propylene 90 Degree compression Elbow with Compression Joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 15 mm, 20 mm and 25 mm OD MDPE pipes including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
328 4.28 15mm (1/2”) 27145 1 No (One Number)
329 4.29 20mm (3/4”) 332 1 No (One Number)
330 4.3 25 mm (1”) 221 1 No (One Number)
331 4.31 Poly Propylene compression Female Threaded Elbow with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 15 mm, 20 mm and 25 mm OD MDPE pipes including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
332 4.32 15mm (1/2”) 27145 1 No (One Number)
333 4.33 20mm (3/4”) 332 1 No (One Number)
334 4.34 25mm (1”) 221 1 No (One Number)
335 4.35 Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
336 4.36 15mm (1/2”) 27145 1 No (One Number)
337 4.37 20mm (3/4”) 332 1 No (One Number)
338 4.38 25mm (1”) 221 1 No (One Number)
339 4.39 MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
340 4.4 15mm (1/2”) 190015 1 M (One Running Meter)
341 4.41 MDPE PE 80 PN12.5 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
342 4.42 20mm (3/4”) 2324 1 M (One Running Meter)
343 4.43 25mm (1”) 1547 1 M (One Running Meter)
344 4.44 U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRC-NSF LTD, UK,size : 20mm ODx1/2", 25 mm OD x 1/2" and 32 mm OD x 3/4" including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
345 4.45 15mm (1/2”) 27145 1 No (One Number)
346 4.46 20mm (3/4”) 332 1 No (One Number)
347 4.47 25mm (1”) 221 1 No (One Number)
348 4.48 15mm (1/2”) 27145 1 No (One Number)
349 4.49 20mm (3/4”) 332 1 No (One Number)
350 4.5 25mm (1”) 221 1 No (One Number)
351 4.51 Supply, delivery & fixing of 304G stainless steel body 15 mm dia BSP threaded flow control valve with minimum operation head of 10 cm and designed pressure levels of 3m head to 12 meter head suitable for 10 lpm flowrate and ends suitable to fix with MDPE pipes. including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete 27698 1 No (One Number)
352 4.52 Supply, laying and jointing of GI pipe of class A for encasement of MDPEservice pipe as per specification and as directed by the Engineer for item 3.9 and 3.11. including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete
353 4.53 15/20 mm connection with 40 mm GI pipe 55396 1 M (One Meter)
354 4.54 Pipe Crossings (National/Satehighways (NH/SH), Railways & Nallaha)
355 4.55 Supply and Delivery of MS pipes of preferred dimensions ranging from 168.30mm OD to\n2540mm OD having 2.6mm to 25mm thickness as per Table- 5 of IS 3589/2001\nfabricated with Fe410 grade steel conforming to IS 3589:2001 and other allied codes Pipes shall be internally lined with plant applied Food Grade Liquid epoxy coating of minimum dry film thickness (DFT)of 406 microns as per Annex -B ,Clause- 1.2 of IS 3589:2001 and Installation of pipe HDD method including preparing and setting up the plant and equipment, preparing new pipe work material, installing new pipe work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming and pulling back the new pipe-work on the designed bore path alingment, proper disposal of drilling fluid and back fill of the site after completion all inclusive as per IndSTT:101-2007: Code of Practice for Horizontal Directional Drilling Technique suiting Indian Conditions. (Railway Crossings)
356 4.56 At Zone-31 - Hanging Garden
357 4.57 For 450 mm dia DI pipe with 700 mm dia MS pipe Encasement 25 1 M (One Meter)
358 4.58 For Jointing of 450 mm dia DI pipe with 700 mm dia MS pipe Encasement 5 1 No (One Number)
359 4.59 At Zone-43A - Ayyasami Park
360 4.6 For 100 mm dia DI pipe with 300 mm dia MS pipe Encasement 25 1 M (One Meter)
361 4.61 For Jointing of 100 mm dia DI pipe with 300 mm dia MS pipe Encasement 5 1 No (One Number)
362 4.62 PROVISION FOR BT ROAD RESTORATION
363 4.63 Construction of granular sub-base (GSB) using Grade-I materials of table 400-1of Morth with minimum CBR 30 spreading in uniform layers with mortor grader on [reparaed surface, mix in place method at OMC and compacting with vibratory roller to achieve the desired density,including all labour charges etc., complete as per specifications and as directed by departmental officers. Morth-Rev V No.111, 112,401,900.\n 37427 1 m3 \n(One Cubic meter)
364 4.64 Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam (WMM) specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications and as per clause 406 of MORTH specifications.\n\n\n 28070 1 m3 \n(One Cubic meter)
365 4.65 Providing and applying primer coat of 7kgs/10sqm over WMM Surface treated with primer using 7kgs of bituminuous Emulsion (SS) for 10 sqm area including cost of bituminuous binder as prime coat manually etc., complete as per 502 of MORTH REv-5 specifications. 187135 1 m2\n(One Square meter)
366 4.66 Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver required temperature for uniform thickness of 50mm with site,spreading the mix in sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5\n\n 8422 1 m3 \n(One Cubic meter)
367 4.67 Providing and laying tack coat of 2.5kgs/10 sqm over the BT surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications 187135 1 m2\n(One Square meter)
368 4.68 Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 60/70 bitumen & 4.02Kg of Plastic waste (Total-50.30 kg) nd for premixing per 10 sqm including cost and aconveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other toolsand plants required,including all other incidental charges\n 5614 1 M (One Running Meter)
369 4.69 Restoration of Cement Concrete roads.
370 4.7 Providing and laying in position Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification 2813 1 m3 \n(One Cubic meter)
371 4.71 Providing and laying in position Plain cement concrete 1:3:6 mix (One cement three sand and six aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification 2836 1 m3 \n(One Cubic meter)
372 4.72 Provision of Fire Hydrant Arrangement (Above ground type)
373 4.73 Supplying,Installation,testing & commissioining brand new ductile Iron GGG 40/ GGG 50 Fire hydrant above ground installation type of dia. as s hown below of PN 16 with Flange End connection EN 1092-2, with two outlets ports complying to international/IS standard with all lead & lift 25 1 No (One Number)
374 4.74 Supply and delivery of the following dia of DI pipes of class K7 conforming to IS:8329/2000, as specified in the Technical specifications in standard length including labour charges for loading, unloading and stacking at site etc., complete as per standard specifications and as directed by the Departmental Engineers.
375 4.75 100 mm 125 1 M (One Running Meter)
376 4.76 Jointing and testing of DI Socket / Spigot class K-7 pipes and specials to the required pressure including the cost of conveyance of water for filling during testing (icluding cost of jointing materials).
377 4.77 100 mm 100 1 No (One Number)
378 4.78 Conveyance of materials by mechanical transport i/e loading of material from stock yard & conveyance of same to site & unloading it. and as directed by the Departmental Engineers.
379 4.79 Transport for about 8 km
380 4.8 100 mm 125 1 M (One Running Meter)
381 4.81 Lowering the following DI K7 pipes and specials into trench and laying to proper grade and alignment etc., complete as per standard specifications and as directed by the Departmental Engineers.\n
382 4.82 100 mm 125 1 M (One Running Meter)
383 4.83 Supply and delivery of the following DI K7 D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading and stacking etc., complete as directed by the Departmental Engineers.\n
384 4.84 100 - 200 mm dia 225 1 Kg (One Kilogram)
385 4.85 Supply and delivery of DI D / F (Soft Seated) resilient seated soft sealing Gate Valves (Sluice Valves / Scour Valves) as per following sizes with body bonnet of ductile cast iron of grade GGG 40, wedge fully rubber lined with EDPM, replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and with replaceable stem nut and the valves should be of vacuum tight and 100 % leak proof with face to face dimensions as per BS 5163 - 89 / IS 14846 - 2000 / DIN 3202 F4. All the valves should be with Electrostatice powder coating both inside and outside pocket less less straight thro body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16.
386 4.86 100 mm 25 1 No (One Number)
387 4.87 Supply and delivery of the following dia of DI pipes of class K7 conforming to IS:8329/2000, as specified in the Technical specifications in standard length including labour charges for loading, unloading and stacking at site etc., complete as per standard specifications and as directed by the Departmental Engineers.
388 4.88 150 mm dia Class K-7 (For valve key operation in buried condition) 50 1 M (One Running Meter)
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