Rural Development And Panchayats Department has published Provide Functional Household Tap Connection To Rural Households In Chettiyappanur Panchayat In Jolarpet Panchayat Union Package No . 49. Submission Date for this Tender is 13-08-2020. Water Supply Project Tenders in DRDA, Thirupathur Tamil Nadu. Bidders can get complete Tender details and download the document.
Name of Work: Tirupathur District, Jal Jeevan Mission 20-21 Providing Founctional Household Tap Connection in Chettiyappanur Panchayat at Jolarpet Block Package No.49 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Providing WSS / FHTC to Athimulamvattam of Chettiyappanur Panchayat | BI01010001010000000000000515BI0100001112 | ||
2 | 2 | Providing FHTCs (8m length per FHTC) | BI01010001010000000000000515BI0100001113 | ||
3 | 3 | HSC Connection in DI Mains for Water Supply Scheme - Providing 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 - 20mm | BI01010001010000000000000515BI0100001114 | 48 | Nos |
4 | 4 | Common Items for HSC Connection - PBrass 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 sizes 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 (20mm)\n15 mm | BI01010001010000000000000515BI0100001115 | 48 | Nos |
5 | 5 | Poly Propylene compression Female Threaded Adaptor with metal insert of SS 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 ferrule of sizes 15mm, 20mm and 25mm respectively. (20mm)\n | BI01010001010000000000000515BI0100001116 | 48 | Nos |
6 | 6 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001117 | 48 | Nos |
7 | 7 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001118 | 48 | Nos |
8 | 8 | 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 suitable for 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001119 | 48 | Nos |
9 | 9 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | BI01010001010000000000000515BI0100001120 | 384 | M |
10 | 10 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | BI01010001010000000000000515BI0100001121 | 384 | CUM |
11 | 11 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | BI01010001010000000000000515BI0100001122 | 384 | M |
12 | 12 | Supply & Laying & Jointing 20 mm PVC Elbow (Mould) BIS 7834/1975 Part V for Tap Connection | BI01010001010000000000000515BI0100001123 | 48 | CUM |
13 | 13 | Supply & Jointing 20 mm SS/brass tap (Local rate) | BI01010001010000000000000515BI0100001124 | 48 | Nos |
14 | 14 | 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"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID - 20mm | BI01010001010000000000000515BI0100001125 | 48 | No |
15 | 15 | BT ROAD / WBM ROAD CUTTING CHARGES | BI01010001010000000000000515BI0100001126 | 18.72 | CUM |
16 | 16 | Labour charges for Drilling,Cutting and fixing ferrules in distribution line | BI01010001010000000000000515BI0100001127 | 48 | Nos |
17 | 17 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | BI01010001010000000000000515BI0100001128 | 144 | Each |
18 | 18 | cutting MDPE Pipes and specials true axis and finishing the end complete | BI01010001010000000000000515BI0100001129 | 288 | No |
19 | 19 | Providing Extention of Delivery Pipe Line | BI01010001010000000000000515BI0100001130 | ||
20 | 20 | 63 mm PVC Pipe(Distribution) | BI01010001010000000000000515BI0100001131 | 244 | Rm |
21 | 21 | 65 mm GI pipe | BI01010001010000000000000515BI0100001132 | 12 | Rm |
22 | 22 | 63 mm PVC bend | BI01010001010000000000000515BI0100001133 | 6 | No |
23 | 23 | 63 mm PVC Elbow | BI01010001010000000000000515BI0100001134 | 5 | No |
24 | 24 | 65 mm PVC Elbow | BI01010001010000000000000515BI0100001135 | 2 | No |
25 | 25 | Soluvent solution | BI01010001010000000000000515BI0100001136 | 2 | No |
26 | 26 | Earth work excavation and depositting on bank with an initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed small sized boulders and hard gravelly soil,stacking and spreading as directed, manual dewatering and excluding backfilling etc. complete | BI01010001010000000000000515BI0100001137 | 131.76 | Cum |
27 | 27 | Laying and jointing the PVC pipes & specials into trench | BI01010001010000000000000515BI0100001138 | 244 | Rm |
28 | 28 | Refilling the trenches with available excavated soil(other than sand) in layers of notmore than 15cm thick watering ,consolidating,complying with standard specification and as directed by TWAD Board Officers. etc., complete | BI01010001010000000000000515BI0100001139 | 131.76 | Cum |
29 | 29 | Provision for water meter 50 mm , page 81 of SOR TWAD | BI01010001010000000000000515BI0100001140 | 1 | nos |
30 | 30 | Dirt box | BI01010001010000000000000515BI0100001141 | 1 | nos |
31 | 31 | Fitting Charges of Meter in OHT Column | BI01010001010000000000000515BI0100001142 | 1 | nos |
32 | 32 | GI, PVC Specials | BI01010001010000000000000515BI0100001143 | 1 | nos |
33 | 33 | Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause | BI01010001010000000000000515BI0100001144 | 1 | nos |
34 | 34 | Water meter Dirt BOX | BI01010001010000000000000515BI0100001145 | 1 | nos |
35 | 35 | Water meter erection charges | BI01010001010000000000000515BI0100001146 | 1 | nos |
36 | 36 | GI, PVC Specials | BI01010001010000000000000515BI0100001147 | 1 | nos |
37 | 37 | Provision for pit for Water meter 90X75cm | BI01010001010000000000000515BI0100001148 | 1 | No |
38 | 38 | Electro Chlorination Disinfection common salt as per TWAD SOR P. No 57 Clause 21.2(3 OHT) | BI01010001010000000000000515BI0100001149 | 1 | No |
39 | 39 | Provision For Gate valve Arrangements | BI01010001010000000000000515BI0100001150 | 1 | No |
40 | 40 | Provision for Name board charges | BI01010001010000000000000515BI0100001151 | 1 | No |
41 | 41 | Providing WSS / FHTC and 30000 lit OHT to Ilanthoppu Village of Chettiyappanur Panchayat | BI01010001010000000000000515BI0100001152 | ||
42 | 42 | Providing FHTCs (8m length per FHTC) | BI01010001010000000000000515BI0100001153 | ||
43 | 43 | HSC Connection in DI Mains for Water Supply Scheme - Providing 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 - 20mm | BI01010001010000000000000515BI0100001154 | 70 | Nos |
44 | 44 | Common Items for HSC Connection - PBrass 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 sizes 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 (20mm)\n15 mm | BI01010001010000000000000515BI0100001155 | 70 | Nos |
45 | 45 | Poly Propylene compression Female Threaded Adaptor with metal insert of SS 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 ferrule of sizes 15mm, 20mm and 25mm respectively. (20mm)\n | BI01010001010000000000000515BI0100001156 | 70 | Nos |
46 | 46 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001157 | 70 | Nos |
47 | 47 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001158 | 70 | Nos |
48 | 48 | 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 suitable for 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001159 | 70 | Nos |
49 | 49 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | BI01010001010000000000000515BI0100001160 | 560 | M |
50 | 50 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | BI01010001010000000000000515BI0100001161 | 560 | CUM |
51 | 51 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | BI01010001010000000000000515BI0100001162 | 560 | M |
52 | 52 | Supply & Laying & Jointing 20 mm PVC Elbow (Mould) BIS 7834/1975 Part V for Tap Connection | BI01010001010000000000000515BI0100001163 | 70 | CUM |
53 | 53 | Supply & Jointing 20 mm SS/brass tap (Local rate) | BI01010001010000000000000515BI0100001164 | 70 | Nos |
54 | 54 | 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"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID - 20mm | BI01010001010000000000000515BI0100001165 | 70 | No |
55 | 55 | BT ROAD / WBM ROAD CUTTING CHARGES | BI01010001010000000000000515BI0100001166 | 27.3 | CUM |
56 | 56 | Labour charges for Drilling,Cutting and fixing ferrules in distribution line | BI01010001010000000000000515BI0100001167 | 70 | Nos |
57 | 57 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | BI01010001010000000000000515BI0100001168 | 210 | Each |
58 | 58 | cutting MDPE Pipes and specials true axis and finishing the end complete | BI01010001010000000000000515BI0100001169 | 420 | No |
59 | 59 | 30000 lit OHT | BI01010001010000000000000515BI0100001170 | ||
60 | 60 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil Second depth of 2.00 m | BI01010001010000000000000515BI0100001171 | 46.28 | Cum |
61 | 61 | Second depth of 2.00m to 3.00m | BI01010001010000000000000515BI0100001172 | 8.064 | Cum |
62 | 62 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | BI01010001010000000000000515BI0100001173 | 3.46 | Cum |
63 | 63 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | BI01010001010000000000000515BI0100001174 | ||
64 | 64 | Below 1.5m from GL Column footing | BI01010001010000000000000515BI0100001175 | 6.722 | Cum |
65 | 65 | 0m to 1.50m below GL | BI01010001010000000000000515BI0100001176 | 1.494 | Cum |
66 | 66 | 0m to 1.00m above GL | BI01010001010000000000000515BI0100001177 | 0.36 | Cum |
67 | 67 | 1.00m to 4.50m above GL | BI01010001010000000000000515BI0100001178 | 2.214 | Cum |
68 | 68 | 4.50 m to7.32 m above GL | BI01010001010000000000000515BI0100001179 | 1.969 | Cum |
69 | 69 | 7.32 m to10.98 m above GL | BI01010001010000000000000515BI0100001180 | 2.272 | Cum |
70 | 70 | 10.98 m to14.64 m above GL | BI01010001010000000000000515BI0100001181 | 11.094 | Cum |
71 | 71 | 14.64 m to18.30m above GL | BI01010001010000000000000515BI0100001182 | 3.076 | Cum |
72 | 72 | Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following Plain Surface | BI01010001010000000000000515BI0100001183 | ||
73 | 73 | Below GL | BI01010001010000000000000515BI0100001184 | 18.34 | Sqm |
74 | 74 | Square Column Below GL and upto 3.30m | BI01010001010000000000000515BI0100001185 | 25.381 | Sqm |
75 | 75 | 5.31m to 6.30m ht | BI01010001010000000000000515BI0100001186 | 9.54 | Sqm |
76 | 76 | 8.31m to 9.30m ht | BI01010001010000000000000515BI0100001187 | 9.54 | Sqm |
77 | 77 | 11.31m to 12.30m ht | BI01010001010000000000000515BI0100001188 | 38.07 | Sqm |
78 | 78 | Square Column Below GL and upto 3.30m above GL | BI01010001010000000000000515BI0100001189 | 21.6 | Sqm |
79 | 79 | 3.31m to 4.30m ht | BI01010001010000000000000515BI0100001190 | 4.8 | Sqm |
80 | 80 | 4.31m to 5.30m ht | BI01010001010000000000000515BI0100001191 | 4.8 | Sqm |
81 | 81 | 5.31m to 6.30m ht | BI01010001010000000000000515BI0100001192 | 4.08 | Sqm |
82 | 82 | 6.30m to 7.30m ht | BI01010001010000000000000515BI0100001193 | 4.8 | Sqm |
83 | 83 | 7.30m to8.30m ht | BI01010001010000000000000515BI0100001194 | 4.8 | Sqm |
84 | 84 | 8.30m to 9.30m ht | BI01010001010000000000000515BI0100001195 | 4.08 | Sqm |
85 | 85 | 9.31m to 10.30m ht | BI01010001010000000000000515BI0100001196 | 4.8 | Sqm |
86 | 86 | 10.31m to 11.30m ht | BI01010001010000000000000515BI0100001197 | 4.8 | Sqm |
87 | 87 | 11.31m to 12.30m ht | BI01010001010000000000000515BI0100001198 | 0.72 | Sqm |
88 | 88 | curved surface up to 3.30m ht | BI01010001010000000000000515BI0100001199 | 82.74 | Sqm |
89 | 89 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. | BI01010001010000000000000515BI0100001200 | 4.92 | mt |
90 | 90 | Painting two coatsto the exposed surface of SR using cement paint | BI01010001010000000000000515BI0100001201 | 160.437 | Sqm |
91 | 91 | Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design | BI01010001010000000000000515BI0100001202 | 1 | Each |
92 | 92 | Providing hand Rail over the roof slab by using 32 mm GI pipe with 40mm x 6mm MS flat and fixed with 12mm dia fastner Boit 75mm long and as directed by officers | BI01010001010000000000000515BI0100001203 | 1 | Nos |
93 | 93 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curi | BI01010001010000000000000515BI0100001204 | 1 | Nos |
94 | 94 | Providing and fixing of PVC Ventilating Arrangement mosquito proof nylon net with 110 mm PVC Cowl | BI01010001010000000000000515BI0100001205 | 2 | Nos |
95 | 95 | Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by officers | BI01010001010000000000000515BI0100001206 | 1 | Nos |
96 | 96 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by officers | BI01010001010000000000000515BI0100001207 | 1 | Nos |
97 | 97 | 65m dia GI Pipe for inlet connection& outlet | BI01010001010000000000000515BI0100001208 | 62 | M |
98 | 98 | 75mm dia pvc thread coupler | BI01010001010000000000000515BI0100001209 | 4 | No |
99 | 99 | 65mm dia GI Tee | BI01010001010000000000000515BI0100001210 | 2 | No |
100 | 100 | 65mm dia GI Elbow | BI01010001010000000000000515BI0100001211 | 6 | No |
101 | 101 | 65mm dia GM Gate valve | BI01010001010000000000000515BI0100001212 | 3 | No |
102 | 102 | 65 mm dia Flange set | BI01010001010000000000000515BI0100001213 | 6 | No |
103 | 103 | 65mm dia GI coupling | BI01010001010000000000000515BI0100001214 | 12 | No |
104 | 104 | 65mm dia GI Dummy | BI01010001010000000000000515BI0100001215 | 1 | No |
105 | 105 | 63mm dia pvc 6Ksc Pipe | BI01010001010000000000000515BI0100001216 | 6 | No |
106 | 106 | 63mm dia pvc Bend | BI01010001010000000000000515BI0100001217 | 1 | No |
107 | 107 | cutting of 65mm GI pipes | BI01010001010000000000000515BI0100001218 | 10 | No |
108 | 108 | Threading of 65mm GI pipes | BI01010001010000000000000515BI0100001219 | 20 | No |
109 | 109 | 90mmx 75mm dia PVC Reducer | BI01010001010000000000000515BI0100001220 | 4 | No |
110 | 110 | 90mm x 80mm PVC Threaded Coupler | BI01010001010000000000000515BI0100001221 | 4 | No |
111 | 111 | Labour charges for GI pipe connection to the OHT | BI01010001010000000000000515BI0100001222 | 1 | No |
112 | 112 | Refilling the foundation with excavated earth including consolidation as directed by the officers | BI01010001010000000000000515BI0100001223 | 32.302 | Cum |
113 | 113 | Provision for Name board charges | BI01010001010000000000000515BI0100001224 | 1 | No |
114 | 114 | Providing Extention of Delivery Pipe Line | BI01010001010000000000000515BI0100001225 | ||
115 | 115 | 63 mm PVC Pipe(Distribution) | BI01010001010000000000000515BI0100001226 | 390 | Rm |
116 | 116 | 65 mm GI pipe | BI01010001010000000000000515BI0100001227 | 12 | Rm |
117 | 117 | 65 mm GI Elbow | BI01010001010000000000000515BI0100001228 | 2 | No |
118 | 118 | 63 mm PVC bend | BI01010001010000000000000515BI0100001229 | 6 | No |
119 | 119 | 63 mm PVC Elbow | BI01010001010000000000000515BI0100001230 | 5 | No |
120 | 120 | Soluvent solution | BI01010001010000000000000515BI0100001231 | 2 | No |
121 | 121 | Earth work excavation and depositting on bank with an initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed small sized boulders and hard gravelly soil,stacking and spreading as directed, manual dewatering and excluding backfilling etc. complete | BI01010001010000000000000515BI0100001232 | 210.6 | Cum |
122 | 122 | Laying and jointing the PVC pipes & specials into trench | BI01010001010000000000000515BI0100001233 | 390 | Rm |
123 | 123 | Refilling the trenches with available excavated soil(other than sand) in layers of notmore than 15cm thick watering ,consolidating,complying with standard specification and as directed by TWAD Board Officers. etc., complete | BI01010001010000000000000515BI0100001234 | 210.6 | Cum |
124 | 124 | Provision for water meter 50 mm , page 81 of SOR TWAD | BI01010001010000000000000515BI0100001235 | 1 | nos |
125 | 125 | Dirt box | BI01010001010000000000000515BI0100001236 | 1 | nos |
126 | 126 | Fitting Charges of Meter in OHT Column | BI01010001010000000000000515BI0100001237 | 1 | nos |
127 | 127 | GI, PVC Specials | BI01010001010000000000000515BI0100001238 | 1 | nos |
128 | 128 | Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause | BI01010001010000000000000515BI0100001239 | 1 | nos |
129 | 129 | Water meter Dirt BOX | BI01010001010000000000000515BI0100001240 | 1 | nos |
130 | 130 | Water meter erection charges | BI01010001010000000000000515BI0100001241 | 1 | nos |
131 | 131 | GI, PVC Specials | BI01010001010000000000000515BI0100001242 | 1 | nos |
132 | 132 | Provision for pit for Water meter 90X75cm | BI01010001010000000000000515BI0100001243 | 1 | No |
133 | 133 | Electro Chlorination Disinfection common salt as per TWAD SOR P. No 57 Clause 21.2(3 OHT) | BI01010001010000000000000515BI0100001244 | 1 | No |
134 | 134 | Provision For Gate valve Arrangements | BI01010001010000000000000515BI0100001245 | 4 | No |
135 | 135 | Provision for Name board charges | BI01010001010000000000000515BI0100001246 | 1 | No |
136 | 136 | Providing Water Supply System / Functional House hold Tap Connetion and New borewell , powerpump with pumping mainline at Chettiyappanur | BI01010001010000000000000515BI0100001247 | ||
137 | 137 | Providing FHTCs (8m length per FHTC) | BI01010001010000000000000515BI0100001248 | ||
138 | 138 | HSC Connection in DI Mains for Water Supply Scheme - Providing 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 - 20mm | BI01010001010000000000000515BI0100001249 | 288 | Nos |
139 | 139 | Common Items for HSC Connection - PBrass 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 sizes 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 (20mm)\n15 mm | BI01010001010000000000000515BI0100001250 | 288 | Nos |
140 | 140 | Poly Propylene compression Female Threaded Adaptor with metal insert of SS 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 ferrule of sizes 15mm, 20mm and 25mm respectively. (20mm)\n | BI01010001010000000000000515BI0100001251 | 288 | Nos |
141 | 141 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001252 | 288 | Nos |
142 | 142 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001253 | 288 | Nos |
143 | 143 | 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 suitable for 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001254 | 288 | Nos |
144 | 144 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | BI01010001010000000000000515BI0100001255 | 2304 | M |
145 | 145 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | BI01010001010000000000000515BI0100001256 | 2304 | CUM |
146 | 146 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | BI01010001010000000000000515BI0100001257 | 2304 | M |
147 | 147 | Supply & Laying & Jointing 20 mm PVC Elbow (Mould) BIS 7834/1975 Part V for Tap Connection | BI01010001010000000000000515BI0100001258 | 288 | CUM |
148 | 148 | Supply & Jointing 20 mm SS/brass tap (Local rate) | BI01010001010000000000000515BI0100001259 | 288 | Nos |
149 | 149 | 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"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID - 20mm | BI01010001010000000000000515BI0100001260 | 288 | No |
150 | 150 | BT ROAD / WBM ROAD CUTTING CHARGES | BI01010001010000000000000515BI0100001261 | 112.32 | CUM |
151 | 151 | Labour charges for Drilling,Cutting and fixing ferrules in distribution line | BI01010001010000000000000515BI0100001262 | 288 | Nos |
152 | 152 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | BI01010001010000000000000515BI0100001263 | 864 | Each |
153 | 153 | cutting MDPE Pipes and specials true axis and finishing the end complete | BI01010001010000000000000515BI0100001264 | 1728 | No |
154 | 154 | Providing new bore well new motor GI pipe cable | BI01010001010000000000000515BI0100001265 | ||
155 | 155 | 180mm PVC Casing Pipe | BI01010001010000000000000515BI0100001266 | 36 | M |
156 | 156 | Three phase submersible Pumpset having duty 50LPm x 275m head 10 HP | BI01010001010000000000000515BI0100001267 | 1 | No |
157 | 157 | Three Phase Panal Board 10 Hp | BI01010001010000000000000515BI0100001268 | 1 | No |
158 | 158 | 4.00 Sq.mm Cable | BI01010001010000000000000515BI0100001269 | 628 | Rm |
159 | 159 | 40 mm GI Pipe without coupling | BI01010001010000000000000515BI0100001270 | 300 | Rm |
160 | 160 | 40mm GI Coupling | BI01010001010000000000000515BI0100001271 | 50 | No |
161 | 161 | 40mm GI Elbow | BI01010001010000000000000515BI0100001272 | 3 | No |
162 | 162 | 40mm NRV value | BI01010001010000000000000515BI0100001273 | 1 | No |
163 | 163 | 40 mm Flange set | BI01010001010000000000000515BI0100001274 | 1 | No |
164 | 164 | 7/20 PVC copper wire | BI01010001010000000000000515BI0100001275 | 96 | m |
165 | 165 | 7/20 PVC copper wire | BI01010001010000000000000515BI0100001276 | 3 | kg |
166 | 166 | MS Clamp Set | BI01010001010000000000000515BI0100001277 | 2 | No |
167 | 167 | 100Apms fuse unit | BI01010001010000000000000515BI0100001278 | 3 | No |
168 | 168 | Wooden board for EB | BI01010001010000000000000515BI0100001279 | 2 | mtr |
169 | 169 | Bore cover plate | BI01010001010000000000000515BI0100001280 | 1 | Mtr |
170 | 170 | Geophysical Investigation charges for selecting the drilling point. | BI01010001010000000000000515BI0100001281 | 1 | No |
171 | 171 | Drilling of 180 dia vertical bore well in hard rock rig including cost and drilling etc., | BI01010001010000000000000515BI0100001282 | 36 | Rm |
172 | 172 | Drilling of 150 dia vertical bore well in hard rock rig including cost and drilling etc., | BI01010001010000000000000515BI0100001283 | 323.8 | Rm |
173 | 173 | Labour charges for errection of Three phase pumpset with GI pipe & cable connection complete. | BI01010001010000000000000515BI0100001284 | 1 | Rm |
174 | 174 | 63mm PVC Pipe(main line) | BI01010001010000000000000515BI0100001285 | 626 | Rm |
175 | 175 | Earth work excavation and depositting on bank with an initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed small sized boulders and hard gravelly soil,stacking and spreading as directed, manual dewatering and excluding backfilling etc. complete | BI01010001010000000000000515BI0100001286 | 394.38 | Cum |
176 | 176 | Laying and jointing the PVC pipes & specials into trench | BI01010001010000000000000515BI0100001287 | 626 | Rm |
177 | 177 | Refilling the trenches with available excavated soil(other than sand) in layers of notmore than 15cm thick watering ,consolidating,complying with standard specification and as directed by TWAD Board Officers. etc., complete | BI01010001010000000000000515BI0100001288 | 394.38 | Cum |
178 | 178 | EB Deposit | BI01010001010000000000000515BI0100001289 | 1 | no |
179 | 179 | Providing Extention of Delivery Pipe Line | BI01010001010000000000000515BI0100001290 | ||
180 | 180 | 63 mm PVC Pipe(Distribution) | BI01010001010000000000000515BI0100001291 | 586 | Rm |
181 | 181 | 65 mm GI pipe | BI01010001010000000000000515BI0100001292 | 24 | Rm |
182 | 182 | 63 mm PVC bend | BI01010001010000000000000515BI0100001293 | 8 | No |
183 | 183 | 63 mm PVC Elbow | BI01010001010000000000000515BI0100001294 | 7 | No |
184 | 184 | 65 mm PVC Elbow | BI01010001010000000000000515BI0100001295 | 4 | No |
185 | 185 | Soluvent solution | BI01010001010000000000000515BI0100001296 | 3 | No |
186 | 186 | Earth work excavation and depositting on bank with an initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed small sized boulders and hard gravelly soil,stacking and spreading as directed, manual dewatering and excluding backfilling etc. complete | BI01010001010000000000000515BI0100001297 | 316.44 | Cum |
187 | 187 | Laying and jointing the PVC pipes & specials into trench | BI01010001010000000000000515BI0100001298 | 586 | Rm |
188 | 188 | Refilling the trenches with available excavated soil(other than sand) in layers of notmore than 15cm thick watering ,consolidating,complying with standard specification and as directed by TWAD Board Officers. etc., complete | BI01010001010000000000000515BI0100001299 | 316.44 | Cum |
189 | 189 | Dismantling cement concrete road and Restoration of Cement concrete pavement after insallation of pipe line | BI01010001010000000000000515BI0100001300 | 77 | No |
190 | 190 | Provision for water meter 50 mm , page 81 of SOR TWAD | BI01010001010000000000000515BI0100001301 | 1 | no |
191 | 191 | Dirt box | BI01010001010000000000000515BI0100001302 | 1 | nos |
192 | 192 | Fitting Charges of Meter in OHT Column | BI01010001010000000000000515BI0100001303 | 1 | nos |
193 | 193 | GI, PVC Specials | BI01010001010000000000000515BI0100001304 | 1 | nos |
194 | 194 | Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause | BI01010001010000000000000515BI0100001305 | 1 | nos |
195 | 195 | Water meter Dirt BOX | BI01010001010000000000000515BI0100001306 | 1 | nos |
196 | 196 | Water meter erection charges | BI01010001010000000000000515BI0100001307 | 1 | nos |
197 | 197 | GI, PVC Specials | BI01010001010000000000000515BI0100001308 | 1 | nos |
198 | 198 | Provision for pit for Water meter 90X75cm | BI01010001010000000000000515BI0100001309 | 1 | No |
199 | 199 | Electro Chlorination Disinfection common salt as per TWAD SOR P. No 57 Clause 21.2(3 OHT) | BI01010001010000000000000515BI0100001310 | 1 | No |
200 | 200 | Provision For Gate valve Arrangements | BI01010001010000000000000515BI0100001311 | 6 | No |
201 | 201 | Provision for Name board charges | BI01010001010000000000000515BI0100001312 | 1 | No |
202 | 202 | Providing WSS / FHTC and 30000 lit OHT to Indiranagar of Chettiyappanur Panchayat | BI01010001010000000000000515BI0100001313 | ||
203 | 203 | Providing FHTCs (8m length per FHTC) | BI01010001010000000000000515BI0100001314 | ||
204 | 204 | HSC Connection in DI Mains for Water Supply Scheme - Providing 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 - 20mm | BI01010001010000000000000515BI0100001315 | 114 | Nos |
205 | 205 | Common Items for HSC Connection - PBrass 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 sizes 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 (20mm)\n15 mm | BI01010001010000000000000515BI0100001316 | 114 | Nos |
206 | 206 | Poly Propylene compression Female Threaded Adaptor with metal insert of SS 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 ferrule of sizes 15mm, 20mm and 25mm respectively. (20mm)\n | BI01010001010000000000000515BI0100001317 | 114 | Nos |
207 | 207 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001318 | 114 | Nos |
208 | 208 | 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 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001319 | 114 | Nos |
209 | 209 | 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 suitable for 20mm, 25mm and 32mm OD MDPE pipes - 20mm | BI01010001010000000000000515BI0100001320 | 114 | Nos |
210 | 210 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | BI01010001010000000000000515BI0100001321 | 912 | M |
211 | 211 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | BI01010001010000000000000515BI0100001322 | 912 | CUM |
212 | 212 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | BI01010001010000000000000515BI0100001323 | 912 | M |
213 | 213 | Supply & Laying & Jointing 20 mm PVC Elbow (Mould) BIS 7834/1975 Part V for Tap Connection | BI01010001010000000000000515BI0100001324 | 114 | CUM |
214 | 214 | Supply & Jointing 20 mm SS/brass tap (Local rate) | BI01010001010000000000000515BI0100001325 | 114 | Nos |
215 | 215 | 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"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID - 20mm | BI01010001010000000000000515BI0100001326 | 114 | No |
216 | 216 | BT ROAD / WBM ROAD CUTTING CHARGES | BI01010001010000000000000515BI0100001327 | 44.46 | CUM |
217 | 217 | Labour charges for Drilling,Cutting and fixing ferrules in distribution line | BI01010001010000000000000515BI0100001328 | 114 | Nos |
218 | 218 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | BI01010001010000000000000515BI0100001329 | 342 | Each |
219 | 219 | cutting MDPE Pipes and specials true axis and finishing the end complete | BI01010001010000000000000515BI0100001330 | 684 | No |
220 | 220 | 30000 lit OHT | BI01010001010000000000000515BI0100001331 | ||
221 | 221 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil Second depth of 2.00 m | BI01010001010000000000000515BI0100001332 | 46.28 | Cum |
222 | 222 | Second depth of 2.00m to 3.00m | BI01010001010000000000000515BI0100001333 | 8.064 | Cum |
223 | 223 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | BI01010001010000000000000515BI0100001334 | 3.46 | Cum |
224 | 224 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | BI01010001010000000000000515BI0100001335 | ||
225 | 225 | Below 1.5m from GL Column footing | BI01010001010000000000000515BI0100001336 | 6.722 | Cum |
226 | 226 | 0m to 1.50m below GL | BI01010001010000000000000515BI0100001337 | 1.494 | Cum |
227 | 227 | 0m to 1.00m above GL | BI01010001010000000000000515BI0100001338 | 0.36 | Cum |
228 | 228 | 1.00m to 4.50m above GL | BI01010001010000000000000515BI0100001339 | 2.214 | Cum |
229 | 229 | 4.50 m to7.32 m above GL | BI01010001010000000000000515BI0100001340 | 1.969 | Cum |
230 | 230 | 7.32 m to10.98 m above GL | BI01010001010000000000000515BI0100001341 | 2.272 | Cum |
231 | 231 | 10.98 m to14.64 m above GL | BI01010001010000000000000515BI0100001342 | 11.094 | Cum |
232 | 232 | 14.64 m to18.30m above GL | BI01010001010000000000000515BI0100001343 | 3.076 | Cum |
233 | 233 | Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following Plain Surface | BI01010001010000000000000515BI0100001344 | ||
234 | 234 | Below GL | BI01010001010000000000000515BI0100001345 | 18.34 | Sqm |
235 | 235 | Square Column Below GL and upto 3.30m | BI01010001010000000000000515BI0100001346 | 25.381 | Sqm |
236 | 236 | 5.31m to 6.30m ht | BI01010001010000000000000515BI0100001347 | 9.54 | Sqm |
237 | 237 | 8.31m to 9.30m ht | BI01010001010000000000000515BI0100001348 | 9.54 | Sqm |
238 | 238 | 11.31m to 12.30m ht | BI01010001010000000000000515BI0100001349 | 38.07 | Sqm |
239 | 239 | Square Column Below GL and upto 3.30m above GL | BI01010001010000000000000515BI0100001350 | 21.6 | Sqm |
240 | 240 | 3.31m to 4.30m ht | BI01010001010000000000000515BI0100001351 | 4.8 | Sqm |
241 | 241 | 4.31m to 5.30m ht | BI01010001010000000000000515BI0100001352 | 4.8 | Sqm |
242 | 242 | 5.31m to 6.30m ht | BI01010001010000000000000515BI0100001353 | 4.08 | Sqm |
243 | 243 | 6.30m to 7.30m ht | BI01010001010000000000000515BI0100001354 | 4.8 | Sqm |
244 | 244 | 7.30m to8.30m ht | BI01010001010000000000000515BI0100001355 | 4.8 | Sqm |
245 | 245 | 8.30m to 9.30m ht | BI01010001010000000000000515BI0100001356 | 4.08 | Sqm |
246 | 246 | 9.31m to 10.30m ht | BI01010001010000000000000515BI0100001357 | 4.8 | Sqm |
247 | 247 | 10.31m to 11.30m ht | BI01010001010000000000000515BI0100001358 | 4.8 | Sqm |
248 | 248 | 11.31m to 12.30m ht | BI01010001010000000000000515BI0100001359 | 0.72 | Sqm |
249 | 249 | curved surface up to 3.30m ht | BI01010001010000000000000515BI0100001360 | 82.74 | Sqm |
250 | 250 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. | BI01010001010000000000000515BI0100001361 | 4.92 | mt |
251 | 251 | Painting two coatsto the exposed surface of SR using cement paint | BI01010001010000000000000515BI0100001362 | 160.437 | Sqm |
252 | 252 | Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design | BI01010001010000000000000515BI0100001363 | 1 | Each |
253 | 253 | Providing hand Rail over the roof slab by using 32 mm GI pipe with 40mm x 6mm MS flat and fixed with 12mm dia fastner Boit 75mm long and as directed by officers | BI01010001010000000000000515BI0100001364 | 1 | Nos |
254 | 254 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curi | BI01010001010000000000000515BI0100001365 | 1 | Nos |
255 | 255 | Providing and fixing of PVC Ventilating Arrangement mosquito proof nylon net with 110 mm PVC Cowl | BI01010001010000000000000515BI0100001366 | 2 | Nos |
256 | 256 | Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by officers | BI01010001010000000000000515BI0100001367 | 1 | Nos |
257 | 257 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by officers | BI01010001010000000000000515BI0100001368 | 1 | Nos |
258 | 258 | 65m dia GI Pipe for inlet connection& outlet | BI01010001010000000000000515BI0100001369 | 62 | M |
259 | 259 | 75mm dia pvc thread coupler | BI01010001010000000000000515BI0100001370 | 4 | No |
260 | 260 | 65mm dia GI Tee | BI01010001010000000000000515BI0100001371 | 2 | No |
261 | 261 | 65mm dia GI Elbow | BI01010001010000000000000515BI0100001372 | 6 | No |
262 | 262 | 65mm dia GM Gate valve | BI01010001010000000000000515BI0100001373 | 3 | No |
263 | 263 | 65 mm dia Flange set | BI01010001010000000000000515BI0100001374 | 6 | No |
264 | 264 | 65mm dia GI coupling | BI01010001010000000000000515BI0100001375 | 12 | No |
265 | 265 | 65mm dia GI Dummy | BI01010001010000000000000515BI0100001376 | 1 | No |
266 | 266 | 63mm dia pvc 6Ksc Pipe | BI01010001010000000000000515BI0100001377 | 6 | No |
267 | 267 | 63mm dia pvc Bend | BI01010001010000000000000515BI0100001378 | 1 | No |
268 | 268 | cutting of 65mm GI pipes | BI01010001010000000000000515BI0100001379 | 10 | No |
269 | 269 | Threading of 65mm GI pipes | BI01010001010000000000000515BI0100001380 | 20 | No |
270 | 270 | 90mmx 75mm dia PVC Reducer | BI01010001010000000000000515BI0100001381 | 4 | No |
271 | 271 | 90mm x 80mm PVC Threaded Coupler | BI01010001010000000000000515BI0100001382 | 4 | No |
272 | 272 | Labour charges for GI pipe connection to the OHT | BI01010001010000000000000515BI0100001383 | 1 | No |
273 | 273 | Refilling the foundation with excavated earth including consolidation as directed by the officers | BI01010001010000000000000515BI0100001384 | 32.302 | Cum |
274 | 274 | Provision for Name board charges | BI01010001010000000000000515BI0100001385 | 1 | No |
275 | 275 | Providing Extention of Delivery Pipe Line | BI01010001010000000000000515BI0100001386 | ||
276 | 276 | 63 mm PVC Pipe(Distribution) | BI01010001010000000000000515BI0100001387 | 620 | Rm |
277 | 277 | 75mm PVC Pipe(main line) | BI01010001010000000000000515BI0100001388 | 710 | Rm |
278 | 278 | 65 mm GI pipe | BI01010001010000000000000515BI0100001389 | 12 | Rm |
279 | 279 | 65 mm GI Elbow | BI01010001010000000000000515BI0100001390 | 2 | No |
280 | 280 | 63 mm PVC bend | BI01010001010000000000000515BI0100001391 | 7 | No |
281 | 281 | 63 mm PVC Elbow | BI01010001010000000000000515BI0100001392 | 6 | No |
282 | 282 | Soluvent solution | BI01010001010000000000000515BI0100001393 | 2 | No |
283 | 283 | Earth work excavation and depositting on bank with an initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed small sized boulders and hard gravelly soil,stacking and spreading as directed, manual dewatering and excluding backfilling etc. complete | BI01010001010000000000000515BI0100001394 | 718.2 | Cum |
284 | 284 | Laying and jointing the PVC pipes & specials into trench | BI01010001010000000000000515BI0100001395 | 1330 | Rm |
285 | 285 | Refilling the trenches with available excavated soil(other than sand) in layers of notmore than 15cm thick watering ,consolidating,complying with standard specification and as directed by TWAD Board Officers. etc., complete | BI01010001010000000000000515BI0100001396 | 718.2 | Cum |
286 | 286 | Provision For Gate valve Arrangements | BI01010001010000000000000515BI0100001397 | 12 | No |
287 | 287 | Dismantling cement concrete road and Restoration of Cement concrete pavement after insallation of pipe line | BI01010001010000000000000515BI0100001398 | 186 | mt |
288 | 288 | Provision for water meter 50 mm , page 81 of SOR TWAD | BI01010001010000000000000515BI0100001399 | 2 | nos |
289 | 289 | Dirt box | BI01010001010000000000000515BI0100001400 | 2 | nos |
290 | 290 | Fitting Charges of Meter in OHT Column | BI01010001010000000000000515BI0100001401 | 2 | nos |
291 | 291 | GI, PVC Specials | BI01010001010000000000000515BI0100001402 | 1 | nos |
292 | 292 | Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause | BI01010001010000000000000515BI0100001403 | 2 | nos |
293 | 293 | Water meter Dirt BOX | BI01010001010000000000000515BI0100001404 | 2 | nos |
294 | 294 | Water meter erection charges | BI01010001010000000000000515BI0100001405 | 2 | nos |
295 | 295 | GI, PVC Specials | BI01010001010000000000000515BI0100001406 | 1 | nos |
296 | 296 | Provision for pit for Water meter 90X75cm | BI01010001010000000000000515BI0100001407 | 2 | No |
297 | 297 | Electro Chlorination Disinfection common salt as per TWAD SOR P. No 57 Clause 21.2(3 OHT) | BI01010001010000000000000515BI0100001408 | 1 | No |
298 | 298 | Provision for Name board charges | BI01010001010000000000000515BI0100001409 | 1 | No |
299 | 299 | GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package} | BI01010001010000000000000515BI0100001232 | 1 | GST Amount ( in Rupees) |
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