}

Provide Functional Household Tap Connection To Rural Households In Chettiyappanur Panchayat In Jolarpet Panchayat Union Package No . 49, DRDA, Thirupathur-Tamil Nadu

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.




Tender Notice

25108704
Provide Functional Household Tap Connection To Rural Households In Chettiyappanur Panchayat In Jolarpet Panchayat Union Package No . 49
Open Tender
Indian
Tamil Nadu
DRDA, Thirupathur
13-08-2020

Tender Details

Provide Functional Household Tap Connection To Rural Households In Chettiyappanur Panchayat In Jolarpet Panchayat Union Package No . 49

Key Value

Document Fees
Refer document
EMD
INR 65000.0 /-
Tender Value
INR 62.18 Lakhs /-

BOQ Items

Name of Work: Tirupathur District, Jal Jeevan Mission 20-21 Providing Founctional Household Tap Connection in Chettiyappanur Panchayat at Jolarpet Block Package No.49
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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