Rural Development And Panchayats Department has published Thanjavur District - Package No . 67 - Implementation Of Jjm To Provide Fhtc To Rural Households And Water Supply Works In Avikkottai , Andami And Mohoor Village Panchayats In Madukkur Panchayat Union For The Year 2020-21. Submission Date for this Tender is 14-08-2020. Pipe Laying Tenders in Madukkur Tamil Nadu. Bidders can get complete Tender details and download the document.
Name of Work: THANJAVUR DISTRICT - JAL JEEVAN MISSION - 2020-2021. Part.1. Providing Functional Household Tap Connections (FHTCs) and water supply works at Avikkottai habitation in Avikkottai Panchayat, Part.2 .Providing Functional Household Tap Connections (FHTCs) and water supply works at Andami habitation in Andami Panchayat, Part.3. Providing Functional Household Tap Connections (FHTCs) and water supply works at Mohoor habitation in Mohoor Panchayat. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Part.1. Providing Functional Household Tap Connections (FHTCs) and water supply works at Avikkottai habitation in Avikkottai Panchayat. | |||
2 | 2 | DISTRIBUTION MAIN - NEW LINE (63mm) | |||
3 | 3 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 8342 | Metre. | |
4 | 4 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
5 | 5 | 63 mm OD PVC Pipe 4 KSC | 8342 | Metre. | |
6 | 6 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc | |||
7 | 7 | 63 mm OD PVC Pipe 4 KSC | 8342 | Metre. | |
8 | 8 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
9 | 9 | 63 mm OD PVC Pipe 4 KSC | 8342 | Metre. | |
10 | 10 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
11 | 11 | 63mm PVC Bend page 12,Sl.no-3 | 16 | Nos. | |
12 | 12 | 63mm x 50mm PVC coupler page 10 SOR | 8 | Nos. | |
13 | 13 | 63mm x 50 mm PVC Tee IS 7834/1987 page 10 | 6 | Nos. | |
14 | 14 | 63mm End cap page 12 sl.no 11 | 12 | Nos. | |
15 | 15 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking. | |||
16 | 16 | 50mm GI pipe-page 25 sl.no 6 | 8 | Metre. | |
17 | 17 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
18 | 18 | 50mm GI Elbow page 25 sl.no 1 | 9 | Nos. | |
19 | 19 | 50mm GI coupling page 25, sl.no 3 | 7 | Nos. | |
20 | 20 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
21 | 21 | 50 mm dia Pipe | 8 | Metre. | |
22 | 22 | Laying and jointing of GI Pipes with GI specials and PVC specials etc. | |||
23 | 23 | Labour for cutting open road for laying water mains B.T. Roads (or) Maccadam road | 39.69 | Cu.m | |
24 | 24 | CC Road | 6.48 | Cu.m | |
25 | 25 | Solvent Cement | 62.565 | Litre. | |
26 | 26 | DISTRIBUTION MAIN - NEW LINE (75mm) | |||
27 | 27 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 946 | Metre. | |
28 | 28 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
29 | 29 | 75 mm OD PVC Pipe 4 KSC | 946 | Metre. | |
30 | 30 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc | |||
31 | 31 | 75 mm OD PVC Pipe 4 KSC | 946 | Metre. | |
32 | 32 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
33 | 33 | 75 mm OD PVC Pipe 4 KSC | 946 | Metre. | |
34 | 34 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
35 | 35 | 75 mm PVC Bend page 12,Sl.no-3 | 6 | Nos. | |
36 | 36 | 75mm x 50mm PVC coupler page 10 SOR | 6 | Nos. | |
37 | 37 | 75mm x 50 mm PVC Tee IS 7834/1987 page 10 | 3 | Nos. | |
38 | 38 | 75mm End cap page 12 sl.no 11 | 6 | Nos. | |
39 | 39 | Laying and jointing of GI Pipes with GI specials and PVC specials etc. | |||
40 | 40 | 65mm GI pipe-page 25 sl.no 6 | 5 | Metre. | |
41 | 41 | 65mm GI Elbow page 25 sl.no 1 | 8 | Nos. | |
42 | 42 | 50mm GI coupling page 25, sl.no 3 | 4 | Nos. | |
43 | 43 | 65 mm dia Pipe | 5 | Metre. | |
44 | 44 | Labour for cutting open road for laying water mains B.T. Roads (or) Maccadam road | 3.78 | Cu.m | |
45 | 45 | CC Road | 1.62 | Cu.m | |
46 | 46 | Solvent Cement | 7.095 | Litre. | |
47 | 47 | NEW FHTC - 75 x 20mm | |||
48 | 48 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 20 | Nos. | |
49 | 49 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 20 | Nos. | |
50 | 50 | 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 | 20 | Nos. | |
51 | 51 | 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 | 60 | Nos. | |
52 | 52 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 160 | Metre. | |
53 | 53 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 120 | Rm. | |
54 | 54 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 160 | Metre. | |
55 | 55 | Supply & Jointing 20 mm Waste Not tap | 20 | Nos. | |
56 | 56 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 20 | Nos. | |
57 | 57 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 20 | Nos. | |
58 | 58 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 80 | Nos. | |
59 | 59 | NEW FHTC - 63 x 20mm | |||
60 | 60 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 181 | Nos. | |
61 | 61 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 181 | Nos. | |
62 | 62 | 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 | 181 | Nos. | |
63 | 63 | 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 | 543 | Nos. | |
64 | 64 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 1448 | Metre. | |
65 | 65 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 1086 | Rm. | |
66 | 66 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 1448 | Metre. | |
67 | 67 | Supply & Jointing 20 mm Waste Not tap | 181 | Nos. | |
68 | 68 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 181 | Nos. | |
69 | 69 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 181 | Nos. | |
70 | 70 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 724 | Nos. | |
71 | 71 | NEW FHTC - 63 x 20mm - Government Building | |||
72 | 72 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 8 | Nos. | |
73 | 73 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 8 | Nos. | |
74 | 74 | 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 | 8 | Nos. | |
75 | 75 | 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 | 24 | Nos. | |
76 | 76 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 64 | Metre. | |
77 | 77 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 48 | Rm. | |
78 | 78 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 64 | Metre. | |
79 | 79 | Supply & Jointing 20 mm Waste Not tap | 8 | Nos. | |
80 | 80 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 8 | Nos. | |
81 | 81 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 8 | Nos. | |
82 | 82 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 32 | Nos. | |
83 | 83 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(75 x 20mm) | |||
84 | 84 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 16 | Metre | |
85 | 85 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 16 | Nos. | |
86 | 86 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 16 | Nos. | |
87 | 87 | 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 | 16 | Nos. | |
88 | 88 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 16 | Nos. | |
89 | 89 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(63 x 20mm) | |||
90 | 90 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 144 | Metre | |
91 | 91 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 144 | Nos. | |
92 | 92 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 144 | Nos. | |
93 | 93 | 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 | 144 | Nos. | |
94 | 94 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 144 | Nos. | |
95 | 95 | WATER METER FOR DISTRIBUTION MAIN LINE | |||
96 | 96 | Provision for 50mm Water meter - TWAD SOR Page.81, 16 Clause | 7 | Nos. | |
97 | 97 | Water meter - Dirt box | 7 | Nos. | |
98 | 98 | Water meter - Erection Charges | 7 | Nos. | |
99 | 99 | Construction of Road for Restoring the Cut Portion. | |||
100 | 100 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method).Grade III. | 8.1 | Cu.m | |
101 | 101 | Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete. | 5.4 | Cu.m | |
102 | 102 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 5.4 | Cu.m | |
103 | 103 | Providing Alternative Borewell at Near Meigai Vinayagar kovil 100000 lit OHT | |||
104 | 104 | Drilling of Borewells in anywhare in tamilnadu including tranportation from one plce to anotherv with in tamilnadu I alluvial soil sedimentary strata of clay and sand stone shall pebbles boulders etc. By first taking a pilot bore of 140 mm dia and then enlarging to required dia direct or rivers rotary mud curculation method using rotary rigs ,fuel, labour and drilling bentonite and water required for drilling at site (site will be shown by the TWAD Board Officer) including construction of mud pit | |||
105 | 105 | 0m to 60m depth | 60 | Metre | |
106 | 106 | 60m to 90m depth | 30 | Metre | |
107 | 107 | 90m to 120m depth | 30 | Metre | |
108 | 108 | Reaming of 150mm dia Borewell to 300mm dia borewell as directed at site | |||
109 | 109 | 0m to 60m depth | 60 | Metre | |
110 | 110 | 60m to 90m depth | 30 | Metre | |
111 | 111 | 90m to 120m depth | 30 | Metre | |
112 | 112 | Supply &delivery of 150mm dia PVC plain casing pipe | 72 | Metre | |
113 | 113 | Supply &delivery of 150mm dia PVC Slotted casing pipe as per IS 12818 /2010 | 48 | Metre | |
114 | 114 | 150mm PVC End Plug | 1 | No | |
115 | 115 | Labour Charges for inserting casing pipe supply & packing of pebbles | 120 | Metre | |
116 | 116 | Charges for developing the borewell using air compressor in hour | 8 | Hour | |
117 | 117 | Repairs to 100000 Litre OHT at Near Meigai Vinayagar Kovil in Avikkottai Panchayat | |||
118 | 118 | Repairing the damaged surface of RCC item of work such as slabs, beams, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with CM 1:3, 20mm thick. with W.P.C including raking the surface. The rate is to include the cost of providing cement mortar beading or nosing for sunshades & staircase steps, landing slabs etc., complete complying with standard specifications. Rate for 10m2. | 81.39 | Sqm. | |
119 | 119 | Paiting two coats with Emulsion over one coat of Primaring coat of Primer one coat plastered wall surface, ceiling and other new surface including cleaning, preparing the surface, curing, scaffolding charges etc., complete complying with standard specifications and as directed by the departmental officers. | 248.4 | Sqm. | |
120 | 120 | Scaffloding for painting using Plastering, whitewashing and coulor washing including cost and conveyance all materials and scaffolding charges etc., complete complying with standard specifications as directed by the departmental officers. | 28.75 | Sqm. | |
121 | 121 | Chipping floor finish includingcost of floor finish including cost and conveyance of all other material charges etc. complete. | 30 | Sqm. | |
122 | 122 | Supplying and erecting steel centering for sides and soffits including necessary support and suttering to the required height for RCC item using MS sheets of suitable size of BG.stiffeneq with welded MS angles etc.comlete | 30 | Sqm. | |
123 | 123 | Supplying & fabricating and placing inposition of RTS grills for reinforcement including cost of steel and binding wire etc complete. | 0.095 | Mt. | |
124 | 124 | Reinforced Cement concrete with (1:1/2:3) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete. | 3.324 | Cu.m | |
125 | 125 | Provision for RCC Inner Ladder | 1 | No. | |
126 | 126 | Repair to 10000 Lit OHT at near Kamarajar Kudiiruppu | |||
127 | 127 | Repairing the damaged surface of RCC item of work such as slabs, beams, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with CM 1:3, 20mm thick. with W.P.C including raking the surface. The rate is to include the cost of providing cement mortar beading or nosing for sunshades & staircase steps, landing slabs etc., complete complying with standard specifications. Rate for 10m2. | 29.83 | Sqm. | |
128 | 128 | Paiting two coats with Emulsion over one coat of Primaring coat of Primer one coat plastered wall surface, ceiling and other new surface including cleaning, preparing the surface, curing, scaffolding charges etc., complete complying with standard specifications and as directed by the departmental officers. | 68.9 | Sqm. | |
129 | 129 | Scaffloding for painting using Plastering, whitewashing and coulor washing including cost and conveyance all materials and scaffolding charges etc., complete complying with standard specifications as directed by the departmental officers. | 14.15 | Rm. | |
130 | 130 | Provision for RCC Inner Ladder | 1 | No. | |
131 | 131 | Construction of 30000 Litre OHT (7.50m stage height) at AD Colony in Avikkottai Panchayat | |||
132 | 132 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | 67.53 | Cu.m | |
133 | 133 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 4.13 | Cu.m | |
134 | 134 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | 4.13 | Cu.m | |
135 | 135 | Cement concrete ( M30)1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. | |||
136 | 136 | For raft below GL ( 1.50-4.50)below GL | 9.1 | Cu.m | |
137 | 137 | For raft below GL ( 1.50-4.50)below GL | 1.6 | Cu.m | |
138 | 138 | For raft below GL ( 0to3.505)below GL | 2.21 | Cu.m | |
139 | 139 | For Column beam floor slab and side wall from 3.505-7.50m from GL. | 6.78 | Cu.m | |
140 | 140 | For side wall &Roof slab from (7.35to10.43m ) from GL. | 9.57 | Cu.m | |
141 | 141 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | |||
142 | 142 | Plane surface - Below GL | |||
143 | 143 | For Column footing and GL Brace | 7.14 | Sq.m | |
144 | 144 | For brace and Middle brace B1 | 10.26 | Sq.m | |
145 | 145 | For brace and Middle brace B2 | 10.26 | Sq.m | |
146 | 146 | For Floor Beam and Bottom of Floor slab | 44.98 | Sq.m | |
147 | 147 | Curved surface -0-3.30m | |||
148 | 148 | For side wall& Roof slab sides Hanch | 80.15 | Sq.m | |
149 | 149 | Square Column | |||
150 | 150 | For Column Below GL | 7.2 | Sq.m | |
151 | 151 | For Column Below GL | 15.38 | Sq.m | |
152 | 152 | For Column 3.505m to 4.505m | 4.8 | Sq.m | |
153 | 153 | For Column 4.505m to 5.505m | 4.8 | Sq.m | |
154 | 154 | For Column 5.505m to 6.505m | 4.8 | Sq.m | |
155 | 155 | For Column 6.505m to 6.71m | 0.98 | Sq.m | |
156 | 156 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 3.31 | Mt. | |
157 | 157 | Exterior Emulsion two coats of approved colour including cost and conveyance and all labour charges etc complete . | 128.15 | Sq.m | |
158 | 158 | Fabrication,Supply , delivery and fixing of outside MS ladder of 45cm wide 50x50x6mm MS angle for side stepsin 16mm MS plain rods fixed at 30mmc/c welded, joinded etc. | 1 | Nos. | |
159 | 159 | Providing and fixing of RCC access ladder in RCC 1:1:5:3 mix using 20mm HBG metel including cost and conveyance and all labour charges etc complete. | 1 | Nos. | |
160 | 160 | Providing PVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. | 2 | Nos. | |
161 | 161 | Providing manhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. | 1 | Nos. | |
162 | 162 | Painting and lettering the Name board and stanted specification etc comple. | 3.75 | Nos. | |
163 | 163 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 49.07 | Metre. | |
164 | 164 | 65mmdiaGI pipes for tank connection | 41 | Metre. | |
165 | 165 | 65mmdiaG.M Gate valve | 3 | Nos. | |
166 | 166 | 65mmdia Non Return valve | 1 | Nos. | |
167 | 167 | 65mmdiaGI coupling | 3 | Nos. | |
168 | 168 | 65mmdiaGI Elbow | 3 | Nos. | |
169 | 169 | 65mmdiaGI Bend | 3 | Nos. | |
170 | 170 | 65mmdiaGI Flange set | 3 | Nos. | |
171 | 171 | 65mmdiaGI Union | 2 | Nos. | |
172 | 172 | Providing New 7.5HP Submersible motor LPM (200X125)(AD Colony OHT & Aatrangari OHT) | 2 | Nos. | |
173 | 173 | Providing New 7.5HP Submersible motor LPM (200X125) | 1 | No. | |
174 | 174 | Providing New 5.0HP Submersible motor LPM (100X125) | 1 | No. | |
175 | 175 | Provision for Name Board | 1 | No. | |
176 | 176 | Part.2. Providing Functional Household Tap Connections (FHTCs) and water supply works at Andami habitation in Andami Panchayat. | |||
177 | 177 | PUMPING MAIN LINE | |||
178 | 178 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 170 | Metre. | |
179 | 179 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
180 | 180 | 90 mm OD PVC Pipe 6 KSC | 170 | Metre. | |
181 | 181 | Conveying the PVC Pipes and specials to trench lowering into the trenches, laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste and testing to the required pressure as per IS including conveyance etc. | |||
182 | 182 | 90 mm OD PVC Pipe 6 KSC | 170 | Metre. | |
183 | 183 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
184 | 184 | 90 mm OD PVC Pipe 6 KSC | 170 | Metre. | |
185 | 185 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
186 | 186 | 90mm PVC Bend | 12 | Nos. | |
187 | 187 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking. | |||
188 | 188 | 80mm GI pipe | 7 | Metre. | |
189 | 189 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
190 | 190 | 80mm GI Elbow | 7 | Nos. | |
191 | 191 | 80mm GI coupling | 10 | Nos. | |
192 | 192 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
193 | 193 | 80mm dia Pipe | 7 | Metre. | |
194 | 194 | Labour for cutting open road for laying water mains | |||
195 | 195 | CC Road | 1.62 | Cu.m | |
196 | 196 | Solvent Cement | 1.275 | Litre. | |
197 | 197 | DISTRIBUTION MAIN - New Line -75mm | |||
198 | 198 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 470 | Metre. | |
199 | 199 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
200 | 200 | 75 mm OD PVC Pipe 4 KSC | 470 | Metre. | |
201 | 201 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc | |||
202 | 202 | 75 mm OD PVC Pipe 4 KSC | 470 | Metre. | |
203 | 203 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
204 | 204 | 75 mm OD PVC Pipe 4 KSC | 470 | Metre. | |
205 | 205 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
206 | 206 | 75 mm PVC Bend page 12,Sl.no-3 | 6 | Nos. | |
207 | 207 | 75mm PVC coupler page 10 SOR | 11 | Nos. | |
208 | 208 | 75mm PVC Tee IS 7834/1987 page 10 | 7 | Nos. | |
209 | 209 | 75mm End cap page 12 sl.no 11 | 5 | Nos. | |
210 | 210 | Laying and jointing of GI Pipes with GI specials and PVC specials etc. | |||
211 | 211 | 65mm GI pipe-page 25 sl.no 6 | 7 | Metre. | |
212 | 212 | 65mm GI Elbow page 25 sl.no 1 | 4 | Nos. | |
213 | 213 | 50mm GI coupling page 25, sl.no 3 | 3 | Nos. | |
214 | 214 | 65 mm dia Pipe | 7 | Metre. | |
215 | 215 | Labour for cutting open road for laying water mains | |||
216 | 216 | B.T. Roads (or) Maccadam road | 5.67 | Cu.m | |
217 | 217 | Solvent Cement | 3.525 | Litre. | |
218 | 218 | DISTRIBUTION MAIN - NEW Line - 63mm | |||
219 | 219 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 4812 | Metre. | |
220 | 220 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
221 | 221 | 63 mm OD PVC Pipe 4 KSC | 4812 | Metre. | |
222 | 222 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc | |||
223 | 223 | 63 mm OD PVC Pipe 4 KSC | 4812 | Metre. | |
224 | 224 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
225 | 225 | 63 mm OD PVC Pipe 4 KSC | 4812 | Metre. | |
226 | 226 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
227 | 227 | 63mm PVC Bend page 12,Sl.no-3 | 14 | Nos. | |
228 | 228 | 63mm x 50mm PVC coupler page 10 SOR | 15 | Nos. | |
229 | 229 | 63mm x 50 mm PVC Tee IS 7834/1987 page 10 | 6 | Nos. | |
230 | 230 | 63mm End cap page 12 sl.no 11 | 12 | Nos. | |
231 | 231 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking. | |||
232 | 232 | 50mm GI pipe-page 25 sl.no 6 | 5 | Metre. | |
233 | 233 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
234 | 234 | 50mm GI Elbow page 25 sl.no 1 | 6 | Nos. | |
235 | 235 | 50mm GI coupling page 25, sl.no 3 | 5 | Nos. | |
236 | 236 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
237 | 237 | 50 mm dia Pipe | 5 | Metre. | |
238 | 238 | Laying and jointing of GI Pipes with GI specials and PVC specials etc. | |||
239 | 239 | Labour for cutting open road for laying water mains | |||
240 | 240 | B.T. Roads (or) Maccadam road | 51.03 | Cu.m | |
241 | 241 | CC Road | 1.62 | Cu.m | |
242 | 242 | Solvent Cement | 36.09 | Litre. | |
243 | 243 | NEW FHTC - 75 x 20mm | |||
244 | 244 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 13 | Nos. | |
245 | 245 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 13 | Nos. | |
246 | 246 | 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 | 13 | Nos. | |
247 | 247 | 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 | 39 | Nos. | |
248 | 248 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 104 | Metre. | |
249 | 249 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 78 | Rm. | |
250 | 250 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 104 | Metre. | |
251 | 251 | Supply & Jointing 20 mm Waste Not tap | 13 | Nos. | |
252 | 252 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 13 | Nos. | |
253 | 253 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 13 | Nos. | |
254 | 254 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 52 | Nos. | |
255 | 255 | NEW FHTC - 63 x 20mm | |||
256 | 256 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 118 | Nos. | |
257 | 257 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 118 | Nos. | |
258 | 258 | 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 | 118 | Nos. | |
259 | 259 | 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 | 354 | Nos. | |
260 | 260 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 944 | Metre. | |
261 | 261 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 708 | Rm. | |
262 | 262 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 944 | Metre. | |
263 | 263 | Supply & Jointing 20 mm Waste Not tap | 118 | Nos. | |
264 | 264 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 118 | Nos. | |
265 | 265 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 118 | Nos. | |
266 | 266 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 472 | Nos. | |
267 | 267 | NEW FHTC - 63 x 20mm - Government Building | |||
268 | 268 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 9 | Nos. | |
269 | 269 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 9 | Nos. | |
270 | 270 | 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 | 9 | Nos. | |
271 | 271 | 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 | 27 | Nos. | |
272 | 272 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 72 | Metre. | |
273 | 273 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 54 | Rm. | |
274 | 274 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 72 | Metre. | |
275 | 275 | Supply & Jointing 20 mm Waste Not tap | 9 | Nos. | |
276 | 276 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 9 | Nos. | |
277 | 277 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 9 | Nos. | |
278 | 278 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 36 | Nos. | |
279 | 279 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(75 x 20mm) | |||
280 | 280 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 29 | Metre | |
281 | 281 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 29 | Nos. | |
282 | 282 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 29 | Nos. | |
283 | 283 | 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 | 29 | Nos. | |
284 | 284 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 29 | Nos. | |
285 | 285 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(75 x 20mm) | |||
286 | 286 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 260 | Metre | |
287 | 287 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 260 | Nos. | |
288 | 288 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 260 | Nos. | |
289 | 289 | 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 | 260 | Nos. | |
290 | 290 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 260 | Nos. | |
291 | 291 | WATER METER FOR DISTRIBUTION MAIN LINE | |||
292 | 292 | Provision for 50mm Water meter - TWAD SOR Page.81, 16 Clause | 6 | Nos. | |
293 | 293 | Water meter - Dirt box | 6 | Nos. | |
294 | 294 | Water meter - Erection Charges | 6 | Nos. | |
295 | 295 | Construction of Road for Restoring the Cut Portion. | |||
296 | 296 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method).Grade III. | 17.82 | Cu.m | |
297 | 297 | Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete. | 11.88 | Cu.m | |
298 | 298 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 11.88 | Cu.m | |
299 | 299 | Construction of 30000 Litre OHT (7.50m stage height) at Kallar Street in Andami Panchayat | |||
300 | 300 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | 67.53 | Cu.m | |
301 | 301 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 4.13 | Cu.m | |
302 | 302 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | 4.13 | Cu.m | |
303 | 303 | Cement concrete ( M30)1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. | |||
304 | 304 | For raft below GL ( 1.50-4.50)below GL | 9.1 | Cu.m | |
305 | 305 | For raft below GL ( 1.50-4.50)below GL | 1.6 | Cu.m | |
306 | 306 | For raft below GL ( 0to3.505)below GL | 2.21 | Cu.m | |
307 | 307 | For Column beam floor slab and side wall from 3.505-7.50m from GL. | 6.78 | Cu.m | |
308 | 308 | For side wall &Roof slab from (7.35to10.43m ) from GL. | 9.57 | Cu.m | |
309 | 309 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | |||
310 | 310 | Plane surface - Below GL | |||
311 | 311 | For Column footing and GL Brace | 7.14 | Sqm. | |
312 | 312 | For brace and Middle brace B1 | 10.26 | Sqm. | |
313 | 313 | For brace and Middle brace B2 | 10.26 | Sqm. | |
314 | 314 | For Floor Beam and Bottom of Floor slab | 44.98 | Sqm. | |
315 | 315 | Curved surface -0-3.30m | |||
316 | 316 | For side wall& Roof slab sides Hanch | 80.15 | Sqm. | |
317 | 317 | Square Column | |||
318 | 318 | For Column Below GL | 7.2 | Sqm. | |
319 | 319 | For Column Below GL | 15.38 | Sqm. | |
320 | 320 | For Column 3.505m to 4.505m | 4.8 | Sqm. | |
321 | 321 | For Column 4.505m to 5.505m | 4.8 | Sqm. | |
322 | 322 | For Column 5.505m to 6.505m | 4.8 | Sqm. | |
323 | 323 | For Column 6.505m to 6.71m | 0.98 | Sqm. | |
324 | 324 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 3.31 | M.T | |
325 | 325 | Exterior Emulsion two coats of approved colour including cost and conveyance and all labour charges etc complete . | 128.15 | Sq.m | |
326 | 326 | Fabrication,Supply , delivery and fixing of outside MS ladder of 45cm wide 50x50x6mm MS angle for side stepsin 16mm MS plain rods fixed at 30mmc/c welded, joinded etc. | 1 | No. | |
327 | 327 | Providing and fixing of RCC access ladder in RCC 1:1:5:3 mix using 20mm HBG metel including cost and conveyance and all labour charges etc complete. | 1 | No. | |
328 | 328 | Providing PVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. | 2 | Nos. | |
329 | 329 | Providing manhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. | 1 | Nos. | |
330 | 330 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 49.07 | Metre. | |
331 | 331 | 65mmdiaGI pipes for tank connection | 42 | Metre. | |
332 | 332 | 65mmdiaG.M Gate valve | 3 | Nos. | |
333 | 333 | 65mmdia Non Return valve | 1 | Nos. | |
334 | 334 | 65mmdiaGI coupling | 3 | Nos. | |
335 | 335 | 65mmdiaGI Elbow | 3 | Nos. | |
336 | 336 | 65mmdiaGI Bend | 3 | Nos. | |
337 | 337 | 65mmdiaGI Flange set | 3 | Nos. | |
338 | 338 | 65mmdiaGI Union | 2 | Nos. | |
339 | 339 | Construction of Pump Room | |||
340 | 340 | Providing pile foundation with RCC 1:1.5:3 mix using 0.23 m dia including pile driving , cost of all matetials & labour charges etc complete | 0.45 | Cum. | |
341 | 341 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation | 1.11 | Cum. | |
342 | 342 | Filling with good river sand including cost, conveyance for all materials & labour charges etc complete | 0.89 | Cum. | |
343 | 343 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete | 0.66 | Cum. | |
344 | 344 | RCC 1:1.5:3 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete | 1.15 | Cum. | |
345 | 345 | Brick work in CM 1:5 mix using country bricks of size 8 3/4" x 4 1/4" x 2 1/4" including cost,conveyance & labour charges etc complete upto basement | 3.46 | Cum. | |
346 | 346 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild | |||
347 | 347 | Grade beam | 4.2 | Sqm. | |
348 | 348 | Sunshade,sides,outer,roof slab,roof projection | 5.46 | Sqm. | |
349 | 349 | Plastering with CM 1:3 mix 10 mm thick including cost of materials & labour charges etc complete | 4.37 | Sqm. | |
350 | 350 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 0.19 | M.T | |
351 | 351 | Plastering with CM 1:5,12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 31.86 | Sqm. | |
352 | 352 | Supply and fixing of NEW steel doorand window inculding cost and conveyance of all materials to site and all loboure charges etc complete | |||
353 | 353 | Door - 0.90 x 2.10m | 1 | No. | |
354 | 354 | Jolly - 0.60 x 0.60m | 1 | No. | |
355 | 355 | Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site nd all labour charges for mixing, laying, curing etc complete for 10 cum | 3.71 | Sqm. | |
356 | 356 | White washing two coats using shell lime including cost and conveyance of all materials to site and all labour charges etc comoplete for 100 Sqm | 4.37 | Sqm. | |
357 | 357 | Exterier and interior Emulsion two coats with best approved Plastic Emulsion including cost and conveyance of all materials to site and all labour charges etc complete | 29.73 | Sqm. | |
358 | 358 | Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of all materials to site and all labour charges etc complete | 3.78 | Sqm. | |
359 | 359 | Supply and fixing of Main with fuse Unit including cost and conveyance of all labour charges etc | |||
360 | 360 | Light poit | 1 | No. | |
361 | 361 | CFL Light | 1 | No. | |
362 | 362 | Meter Board | 1 | No. | |
363 | 363 | DPIC Switch 16Amps | 1 | No. | |
364 | 364 | Servie wire | 13 | Metre. | |
365 | 365 | Construction of 30000 Litre OHT (7.50m stage height) at AD Colony Street in Andami Panchayat | |||
366 | 366 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | 67.53 | Cu.m | |
367 | 367 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 4.13 | Cu.m | |
368 | 368 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | 4.13 | Cu.m | |
369 | 369 | Cement concrete ( M30)1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. | |||
370 | 370 | For raft below GL ( 1.50-4.50)below GL | 9.1 | Cu.m | |
371 | 371 | For raft below GL ( 1.50-4.50)below GL | 1.6 | Cu.m | |
372 | 372 | For raft below GL ( 0to3.505)below GL | 2.21 | Cu.m | |
373 | 373 | For Column beam floor slab and side wall from 3.505-7.50m from GL. | 6.78 | Cu.m | |
374 | 374 | For side wall &Roof slab from (7.35to10.43m ) from GL. | 9.57 | Cu.m | |
375 | 375 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | |||
376 | 376 | Plane surface - Below GL | |||
377 | 377 | For Column footing and GL Brace | 7.14 | Sqm. | |
378 | 378 | For brace and Middle brace B1 | 10.26 | Sqm. | |
379 | 379 | For brace and Middle brace B2 | 10.26 | Sqm. | |
380 | 380 | For Floor Beam and Bottom of Floor slab | 44.98 | Sqm. | |
381 | 381 | Curved surface -0-3.30m | |||
382 | 382 | For side wall& Roof slab sides Hanch | 80.15 | Sqm. | |
383 | 383 | Square Column | |||
384 | 384 | For Column Below GL | 7.2 | Sqm. | |
385 | 385 | For Column Below GL | 15.38 | Sqm. | |
386 | 386 | For Column 3.505m to 4.505m | 4.8 | Sqm. | |
387 | 387 | For Column 4.505m to 5.505m | 4.8 | Sqm. | |
388 | 388 | For Column 5.505m to 6.505m | 4.8 | Sqm. | |
389 | 389 | For Column 6.505m to 6.71m | 0.98 | Sqm. | |
390 | 390 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 3.31 | M.T | |
391 | 391 | Exterior Emulsion two coats of approved colour including cost and conveyance and all labour charges etc complete . | 128.15 | Sq.m | |
392 | 392 | Fabrication,Supply , delivery and fixing of outside MS ladder of 45cm wide 50x50x6mm MS angle for side stepsin 16mm MS plain rods fixed at 30mmc/c welded, joinded etc. | 1 | No. | |
393 | 393 | Providing and fixing of RCC access ladder in RCC 1:1:5:3 mix using 20mm HBG metel including cost and conveyance and all labour charges etc complete. | 1 | No. | |
394 | 394 | Providing PVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. | 2 | Nos. | |
395 | 395 | Providing manhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. | 1 | Nos. | |
396 | 396 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 49.07 | Metre. | |
397 | 397 | 65mmdiaGI pipes for tank connection | 42 | Metre. | |
398 | 398 | 65mmdiaG.M Gate valve | 3 | Nos. | |
399 | 399 | 65mmdia Non Return valve | 1 | Nos. | |
400 | 400 | 65mmdiaGI coupling | 3 | Nos. | |
401 | 401 | 65mmdiaGI Elbow | 3 | Nos. | |
402 | 402 | 65mmdiaGI Bend | 3 | Nos. | |
403 | 403 | 65mmdiaGI Flange set | 3 | Nos. | |
404 | 404 | 65mmdiaGI Union | 2 | Nos. | |
405 | 405 | Construction of Pump Room | |||
406 | 406 | Providing pile foundation with RCC 1:1.5:3 mix using 0.23 m dia including pile driving , cost of all matetials & labour charges etc complete | 0.45 | Cum. | |
407 | 407 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation | 1.11 | Cum. | |
408 | 408 | Filling with good river sand including cost, conveyance for all materials & labour charges etc complete | 0.89 | Cum. | |
409 | 409 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete | 0.66 | Cum. | |
410 | 410 | RCC 1:1.5:3 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete | 1.15 | Cum. | |
411 | 411 | Brick work in CM 1:5 mix using country bricks of size 8 3/4" x 4 1/4" x 2 1/4" including cost,conveyance & labour charges etc complete upto basement | 3.46 | Cum. | |
412 | 412 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild | |||
413 | 413 | Grade beam | 4.2 | Sqm. | |
414 | 414 | Sunshade,sides,outer,roof slab,roof projection | 5.46 | Sqm. | |
415 | 415 | Plastering with CM 1:3 mix 10 mm thick including cost of materials & labour charges etc complete | 4.37 | Sqm. | |
416 | 416 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 0.19 | M.T | |
417 | 417 | Plastering with CM 1:5,12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 31.86 | Sqm. | |
418 | 418 | Supply and fixing of NEW steel doorand window inculding cost and conveyance of all materials to site and all loboure charges etc complete | |||
419 | 419 | Door - 0.90 x 2.10m | 1 | No. | |
420 | 420 | Jolly - 0.60 x 0.60m | 1 | No. | |
421 | 421 | Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site nd all labour charges for mixing, laying, curing etc complete for 10 cum | 3.71 | Sqm. | |
422 | 422 | White washing two coats using shell lime including cost and conveyance of all materials to site and all labour charges etc comoplete for 100 Sqm | 4.37 | Sqm. | |
423 | 423 | Exterier and interior Emulsion two coats with best approved Plastic Emulsion including cost and conveyance of all materials to site and all labour charges etc complete | 29.73 | Sqm. | |
424 | 424 | Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of all materials to site and all labour charges etc complete | 3.78 | Sqm. | |
425 | 425 | Supply and fixing of Main with fuse Unit including cost and conveyance of all labour charges etc | |||
426 | 426 | Light poit | 1 | No. | |
427 | 427 | CFL Light | 1 | No. | |
428 | 428 | Meter Board | 1 | No. | |
429 | 429 | DPIC Switch 16Amps | 1 | No. | |
430 | 430 | Servie wire | 13 | Metre. | |
431 | 431 | Providing New 7.5 H.P Submersible Motor LPM (200X125) (AD Colony OHT & Aatrangari OHT) | 3 | Nos. | |
432 | 432 | Providing New 5 H.P Submersible motor LPM (125X125) | 1 | No. | |
433 | 433 | Provision for Name Board | 1 | No. | |
434 | 434 | Part.3. Providing Functional Household Tap Connections (FHTCs) and water supply works at Mohoor habitation in Mohoor Panchayat. | |||
435 | 435 | PUMPING MAIN LINE | |||
436 | 436 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 50 | Metre. | |
437 | 437 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
438 | 438 | 90 mm OD PVC Pipe 6 KSC | 50 | Metre. | |
439 | 439 | Conveying the PVC Pipes and specials to trench lowering into the trenches, laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste and testing to the required pressure as per IS including conveyance etc. | |||
440 | 440 | 90 mm OD PVC Pipe 6 KSC | 50 | Metre. | |
441 | 441 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
442 | 442 | 90 mm OD PVC Pipe 6 KSC | 50 | Metre. | |
443 | 443 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
444 | 444 | 90mm PVC Bend | 4 | Nos. | |
445 | 445 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking. | |||
446 | 446 | 80mm GI pipe | 2 | Metre. | |
447 | 447 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
448 | 448 | 80mm GI Elbow | 5 | Nos. | |
449 | 449 | 80mm GI coupling | 6 | Nos. | |
450 | 450 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
451 | 451 | 80mm dia Pipe | 2 | Metre. | |
452 | 452 | Labour for cutting open road for laying water mains | |||
453 | 453 | BT Road | 1.89 | Metre. | |
454 | 454 | Solvent Cement | 0.375 | Litre. | |
455 | 455 | DISTRIBUTION MAIN - NEW Line - 63mm | |||
456 | 456 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 1190 | Metre. | |
457 | 457 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
458 | 458 | 63 mm OD PVC Pipe 4 KSC | 1190 | Metre. | |
459 | 459 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc | |||
460 | 460 | 63 mm OD PVC Pipe 4 KSC | 1190 | Metre. | |
461 | 461 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
462 | 462 | 63 mm OD PVC Pipe 4 KSC | 1190 | Metre. | |
463 | 463 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
464 | 464 | 63mm PVC Bend page 12,Sl.no-3 | 12 | Nos. | |
465 | 465 | 63mm x 50mm PVC coupler page 10 SOR | 18 | Nos. | |
466 | 466 | 63mm x 50 mm PVC Tee IS 7834/1987 page 10 | 8 | Nos. | |
467 | 467 | 63mm End cap page 12 sl.no 11 | 16 | Nos. | |
468 | 468 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking. | |||
469 | 469 | 50mm GI pipe-page 25 sl.no 6 | 9 | Metre. | |
470 | 470 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
471 | 471 | 50mm GI Elbow page 25 sl.no 1 | 12 | Nos. | |
472 | 472 | 50mm GI coupling page 25, sl.no 3 | 15 | Nos. | |
473 | 473 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
474 | 474 | 50 mm dia Pipe | 9 | Metre. | |
475 | 475 | Laying and jointing of GI Pipes with GI specials and PVC specials etc. | |||
476 | 476 | B.T. Roads (or) Maccadam road | 11.34 | Cu.m | |
477 | 477 | CC Road | 3.24 | Cu.m | |
478 | 478 | Solvent Cement | 8.925 | Litre. | |
479 | 479 | DISTRIBUTION MAIN - New Line -75mm | |||
480 | 480 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 130 | Metre. | |
481 | 481 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works | |||
482 | 482 | 75 mm OD PVC Pipe 4 KSC | 130 | Metre. | |
483 | 483 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc | |||
484 | 484 | 75 mm OD PVC Pipe 4 KSC | 130 | Metre. | |
485 | 485 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. | |||
486 | 486 | 75 mm OD PVC Pipe 4 KSC | 130 | Metre. | |
487 | 487 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
488 | 488 | 75 mm PVC Bend page 12,Sl.no-3 | 5 | Nos. | |
489 | 489 | 75mm PVC coupler page 10 SOR | 4 | Nos. | |
490 | 490 | 75mm PVC Tee IS 7834/1987 page 10 | 2 | Nos. | |
491 | 491 | 75mm End cap page 12 sl.no 11 | 2 | Nos. | |
492 | 492 | Laying and jointing of GI Pipes with GI specials and PVC specials etc. | |||
493 | 493 | 65mm GI pipe-page 25 sl.no 6 | 3 | Metre. | |
494 | 494 | 65mm GI Elbow page 25 sl.no 1 | 4 | Nos. | |
495 | 495 | 50mm GI coupling page 25, sl.no 3 | 4 | Nos. | |
496 | 496 | 65 mm dia Pipe | 3 | Metre. | |
497 | 497 | Solvent Cement | 0.975 | Litre. | |
498 | 498 | NEW FHTC - 63 x 20mm | |||
499 | 499 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 73 | Nos. | |
500 | 500 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 73 | Nos. | |
501 | 501 | 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 | 73 | Nos. | |
502 | 502 | 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 | 219 | Nos. | |
503 | 503 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 584 | Metre. | |
504 | 504 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 438 | Rm. | |
505 | 505 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 584 | Metre. | |
506 | 506 | Supply & Jointing 20 mm Waste Not tap | 73 | Nos. | |
507 | 507 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 73 | Nos. | |
508 | 508 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 73 | Nos. | |
509 | 509 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 292 | Nos. | |
510 | 510 | NEW FHTC - 75 x 20mm | |||
511 | 511 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 8 | Nos. | |
512 | 512 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 8 | Nos. | |
513 | 513 | 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 | 8 | Nos. | |
514 | 514 | 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 | 24 | Nos. | |
515 | 515 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 64 | Metre. | |
516 | 516 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 48 | Rm. | |
517 | 517 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 64 | Metre. | |
518 | 518 | Supply & Jointing 20 mm Waste Not tap | 8 | Nos. | |
519 | 519 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 8 | Nos. | |
520 | 520 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 8 | Nos. | |
521 | 521 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 32 | Nos. | |
522 | 522 | NEW FHTC - 63 x 20mm-Government Building | |||
523 | 523 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 9 | Nos. | |
524 | 524 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 9 | Nos. | |
525 | 525 | 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 | 9 | Nos. | |
526 | 526 | 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 | 27 | Nos. | |
527 | 527 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 72 | Metre. | |
528 | 528 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 54 | Rm. | |
529 | 529 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 72 | Metre. | |
530 | 530 | Supply & Jointing 20 mm Waste Not tap | 9 | Nos. | |
531 | 531 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 9 | Nos. | |
532 | 532 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 9 | Nos. | |
533 | 533 | Cutting MDPE Pipes and specials true axis and finishing the end complete | 36 | Nos. | |
534 | 534 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(63 x 20mm) | |||
535 | 535 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 170 | Metre | |
536 | 536 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 170 | Nos. | |
537 | 537 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 170 | Nos. | |
538 | 538 | 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 | 170 | Nos. | |
539 | 539 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 170 | Nos. | |
540 | 540 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(75 x 20mm) | |||
541 | 541 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 | 19 | Metre | |
542 | 542 | Supply and delivery of Stainless steel Flow Control Valve having Stainless steel 202 grade body and Stainless steel ball in 304 grade. The Flow Control Valve shall have external threading and including packing, forwarding and transportation and as directed by the departmental officials.\n20mm size Flow control valve with an average flow rate of 10 – 15 lpm.\n\n | 19 | Nos. | |
543 | 543 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 75 x 20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 19 | Nos. | |
544 | 544 | 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 | 19 | Nos. | |
545 | 545 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 19 | Nos. | |
546 | 546 | WATER METER FOR DISTRIBUTION MAIN LINE | |||
547 | 547 | Provision for 50mm Water meter - TWAD SOR Page.81, 16 Clause | 6 | Nos. | |
548 | 548 | Water meter - Dirt box | 6 | Nos. | |
549 | 549 | Water meter - Erection Charges | 6 | Nos. | |
550 | 550 | Construction of Road for Restoring the Cut Portion. | |||
551 | 551 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method).Grade III. | 7.83 | Cu.m | |
552 | 552 | Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete. | 5.22 | Cu.m | |
553 | 553 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 5.22 | Cu.m | |
554 | 554 | Providing Alternative Borewell at Ayyanar kovil Street OHT | |||
555 | 555 | Drilling of Borewells in anywhare in tamilnadu including tranportation from one plce to anotherv with in tamilnadu I alluvial soil sedimentary strata of clay and sand stone shall pebbles boulders etc. By first taking a pilot bore of 140 mm dia and then enlarging to required dia direct or rivers rotary mud curculation method using rotary rigs ,fuel, labour and drilling bentonite and water required for drilling at site (site will be shown by the TWAD Board Officer) including construction of mud pit | |||
556 | 556 | 0m to 60m depth | 60 | Metre | |
557 | 557 | 60m to 90m depth | 30 | Metre | |
558 | 558 | 90m to 120m depth | 30 | Metre | |
559 | 559 | Reaming of 150mm dia Borewell to 300mm dia borewell as directed at site | |||
560 | 560 | 0m to 60m depth | 60 | Metre | |
561 | 561 | 60m to 90m depth | 30 | Metre | |
562 | 562 | 90m to 120m depth | 30 | Metre | |
563 | 563 | Supply &delivery of 150mm dia PVC plain casing pipe | 72 | Metre | |
564 | 564 | Supply &delivery of 150mm dia PVC Slotted casing pipe as per IS 12818 /2010 | 48 | Metre | |
565 | 565 | 150mm PVC End Plug | 1 | No | |
566 | 566 | Labour Charges for inserting casing pipe supply & packing of pebbles | 120 | Metre | |
567 | 567 | Charges for developing the borewell using air compressor in hour | 8 | Hour | |
568 | 568 | Providing Alternative Borewell at Gandhi Nagar OHT | |||
569 | 569 | Drilling of Borewells in anywhare in tamilnadu including tranportation from one plce to anotherv with in tamilnadu I alluvial soil sedimentary strata of clay and sand stone shall pebbles boulders etc. By first taking a pilot bore of 140 mm dia and then enlarging to required dia direct or rivers rotary mud curculation method using rotary rigs ,fuel, labour and drilling bentonite and water required for drilling at site (site will be shown by the TWAD Board Officer) including construction of mud pit | |||
570 | 570 | 0m to 60m depth | 60 | Metre | |
571 | 571 | 60m to 90m depth | 30 | Metre | |
572 | 572 | 90m to 120m depth | 30 | Metre | |
573 | 573 | Reaming of 150mm dia Borewell to 300mm dia borewell as directed at site | |||
574 | 574 | 0m to 60m depth | 60 | Metre | |
575 | 575 | 60m to 90m depth | 30 | Metre | |
576 | 576 | 90m to 120m depth | 30 | Metre | |
577 | 577 | Supply &delivery of 150mm dia PVC plain casing pipe | 72 | Metre | |
578 | 578 | Supply &delivery of 150mm dia PVC Slotted casing pipe as per IS 12818 /2010 | 48 | Metre | |
579 | 579 | 150mm PVC End Plug | 1 | No | |
580 | 580 | Labour Charges for inserting casing pipe supply & packing of pebbles | 120 | Metre | |
581 | 581 | Charges for developing the borewell using air compressor in hour | 8 | Hour | |
582 | 582 | Providing Alternative Borewell at Kaliyamman Kovil street OHT | |||
583 | 583 | Drilling of Borewells in anywhare in tamilnadu including tranportation from one plce to anotherv with in tamilnadu I alluvial soil sedimentary strata of clay and sand stone shall pebbles boulders etc. By first taking a pilot bore of 140 mm dia and then enlarging to required dia direct or rivers rotary mud curculation method using rotary rigs ,fuel, labour and drilling bentonite and water required for drilling at site (site will be shown by the TWAD Board Officer) including construction of mud pit | |||
584 | 584 | 0m to 60m depth | 60 | Metre | |
585 | 585 | 60m to 90m depth | 30 | Metre | |
586 | 586 | 90m to 120m depth | 30 | Metre | |
587 | 587 | Reaming of 150mm dia Borewell to 300mm dia borewell as directed at site | |||
588 | 588 | 0m to 60m depth | 60 | Metre | |
589 | 589 | 60m to 90m depth | 30 | Metre | |
590 | 590 | 90m to 120m depth | 30 | Metre | |
591 | 591 | Supply &delivery of 150mm dia PVC plain casing pipe | 72 | Metre | |
592 | 592 | Supply &delivery of 150mm dia PVC Slotted casing pipe as per IS 12818 /2010 | 48 | Metre | |
593 | 593 | 150mm PVC End Plug | 1 | No | |
594 | 594 | Labour Charges for inserting casing pipe supply & packing of pebbles | 120 | Metre | |
595 | 595 | Charges for developing the borewell using air compressor in hour | 8 | Hour | |
596 | 596 | Providing Alternative Borewell at AD Colony Street OHT | |||
597 | 597 | Drilling of Borewells in anywhare in tamilnadu including tranportation from one plce to anotherv with in tamilnadu I alluvial soil sedimentary strata of clay and sand stone shall pebbles boulders etc. By first taking a pilot bore of 140 mm dia and then enlarging to required dia direct or rivers rotary mud curculation method using rotary rigs ,fuel, labour and drilling bentonite and water required for drilling at site (site will be shown by the TWAD Board Officer) including construction of mud pit | |||
598 | 598 | 0m to 60m depth | 60 | Metre | |
599 | 599 | 60m to 90m depth | 30 | Metre | |
600 | 600 | 90m to 120m depth | 30 | Metre | |
601 | 601 | Reaming of 150mm dia Borewell to 300mm dia borewell as directed at site | |||
602 | 602 | 0m to 60m depth | 60 | Metre | |
603 | 603 | 60m to 90m depth | 30 | Metre | |
604 | 604 | 90m to 120m depth | 30 | Metre | |
605 | 605 | Supply &delivery of 150mm dia PVC plain casing pipe | 72 | Metre | |
606 | 606 | Supply &delivery of 150mm dia PVC Slotted casing pipe as per IS 12818 /2010 | 48 | Metre | |
607 | 607 | 150mm PVC End Plug | 1 | No | |
608 | 608 | Labour Charges for inserting casing pipe supply & packing of pebbles | 120 | Metre | |
609 | 609 | Charges for developing the borewell using air compressor in hour | 8 | Hour | |
610 | 610 | Repair to 60000 Litre OHT at Kaliyamman Kovil street | |||
611 | 611 | Repairing the damaged surface of RCC item of work such as slabs, beams, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with CM 1:3, 20mm thick. with W.P.C including raking the surface. The rate is to include the cost of providing cement mortar beading or nosing for sunshades & staircase steps, landing slabs etc., complete complying with standard specifications. Rate for 10m2. | 70.18 | Sqm. | |
612 | 612 | Paiting two coats with Emulsion over one coat of Primaring coat of Primer one coat plastered wall surface, ceiling and other new surface including cleaning, preparing the surface, curing, scaffolding charges etc., complete complying with standard specifications and as directed by the departmental officers. | 223.2 | Sqm. | |
613 | 613 | Scaffloding for painting with including cost and conveyance all materials and scaffolding charges etc., complete complying with standard specifications as directed by the departmental officers. | 22.15 | Rm. | |
614 | 614 | Provision for RCC Inner Ladder | 1 | No | |
615 | 615 | Providing new Submersible 7.5Hp motor LPM (200x125) (GandhiNagar,Ayyanar kovil) | 3 | Nos | |
616 | 616 | Providing new Submersible 5Hp motor LPM (125x125) (GandhiNagar,Ayyanar kovil) | 1 | No | |
617 | 617 | Provision for Name board | 1 | No | |
618 | 618 | 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}\n | 1 | GST Amount (in Rupees) |
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