Rural Development And Panchayats Department has published Implementation Of Jjm To Provide Fhtc To Rural Households And Water Supply Works In Veeramangudi Panchayat In Papanasam Block For The Year 2020-21 .. Submission Date for this Tender is 14-08-2020. Water Supply Tenders in Papanasam 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 Devankudi habitation in Veeramangudi Panchayat, Part.2. Providing Functional Household Tap Connections (FHTCs) and water supply works at Veeramangudi habitation in Veeramangudi 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 Devankudi habitation in Veeramangudi Panchayat | |||
2 | 2 | PUMPING MAIN LINE | |||
3 | 3 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
4 | 4 | 90 mm OD PVC 4 ksc pipe | 300 | Metre | |
5 | 5 | Earth work excavation and depositing on bank with initials lead of 10 m and initial llift of 2m in ordinary soils for a depth of 1.05 m and width of 0.60 m for Pipe Laying works | 300 | Metre | |
6 | 6 | Conveyance of PVC rigid pipes with in a lead of 200m lowering into trenches laying to proper grade and alignment ,jointing with pvc spls. with cement paste, testing to the required pressure including conveyance of water upto 1km lead for filling during testing exclu ding the cost pipes& jointing materials.burst occurs during testing,it should be rectified at contractors own cost&as directed by Department officers | 300 | Metre | |
7 | 7 | Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers | 300 | Metre | |
8 | 8 | Solvent Cement | 2.25 | Lit | |
9 | 9 | DISTRIBUTION MAIN - NEW LINE | |||
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 | 63 mm OD PVC Pipe 4 KSC | 3105 | Metre. | |
12 | 12 | 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 | 3105 | Metre. | |
13 | 13 | 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 | 3105 | Metre. | |
14 | 14 | 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. | 3105 | Metre. | |
15 | 15 | Solvent Cement | 23.29 | Lit | |
16 | 16 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
17 | 17 | 63mm PVC Bend | 20 | No | |
18 | 18 | 63mm x 50mm PVC Threaded coupler | 10 | No | |
19 | 19 | 63mm x 50mm PVC Tee | 120 | No | |
20 | 20 | 63mm End cap | 25 | No | |
21 | 21 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking | |||
22 | 22 | a.50mm GI pipe | 350 | Metre | |
23 | 23 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
24 | 24 | a.50mm GI Elbow page 25 sl.no 1 | 20 | Nos | |
25 | 25 | b 50mm GI coupling page 25, sl.no 3 | 15 | Nos | |
26 | 26 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
27 | 27 | a.50 mm dia Pipe | 350 | Metre | |
28 | 28 | Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause | 1 | No | |
29 | 29 | Water meter Dirt BOX | 1 | No | |
30 | 30 | Water meter erection charges | 1 | No | |
31 | 31 | Provision for pit for Dual line | 1 | No | |
32 | 32 | DISTRIBUTION MAIN - NEW LINE | |||
33 | 33 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
34 | 34 | 75 mm OD PVC Pipe 4 KSC | 345 | Metre. | |
35 | 35 | 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 | 345 | Metre. | |
36 | 36 | 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 | 345 | Metre. | |
37 | 37 | 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. | 345 | Metre. | |
38 | 38 | Solvent Cement | 2.59 | Lit | |
39 | 39 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
40 | 40 | 75mm PVC Bend | 10 | No | |
41 | 41 | 75mm x 50mm PVC Threaded coupler | 5 | No | |
42 | 42 | 75mm x 50mm PVC Tee | 10 | No | |
43 | 43 | 75mm End cap | 4 | No | |
44 | 44 | Repairs to 60000 Litre OHT. | |||
45 | 45 | Dismantling the old Damege R.C.C !:1.5:3 Concrete | 2.3 | Cum | |
46 | 46 | 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 | 22.956 | Cum | |
47 | 47 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum | 2.755 | Cum | |
48 | 48 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works | 0.3 | Sqm | |
49 | 49 | 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, 12mm 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 | |
50 | 50 | 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 | |
51 | 51 | 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 | Metre | |
52 | 52 | Repairs to pillars | |||
53 | 53 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by Departmental Officers. | 3.24 | Cum | |
54 | 54 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by Departmental Officers. | 0.54 | Cum | |
55 | 55 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers. | 0.54 | Cum | |
56 | 56 | Brick work in CM 1:5 (one cement & five sand) using Country bricks of size 8 3/4"X41/4"X 2 1/4" including finishing, curing, etc., complete complying with standard specification | 2.07 | Cum | |
57 | 57 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 2.184 | Cum | |
58 | 58 | Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by Departmental Officers. | 15 | Sq.m | |
59 | 59 | Provision for New inner ladder | |||
60 | 60 | RCC 1:1.5:3 (one cement,one and half sand and three 20mm HBG stoneexcluding the cost of reinforcement and centering and shuttering but including curing finishing, etc.complete | 0.18 | Cu.m | |
61 | 61 | Supply, fabrication, placing in position of steel rods cutting tying etc.complete including cost of reinfor cement RTS rods | |||
62 | 62 | 10 mm RTS Rods | 33.98 | Kg | |
63 | 63 | 8 mm RTS Rods | 6.55 | Kg | |
64 | 64 | Centering, for soffits of RCC works including strutting shuttering charges etc. complete | 3.24 | Sq.m | |
65 | 65 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(63 x 20mm) | |||
66 | 66 | 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 | 93 | Metre | |
67 | 67 | 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 | 93 | Nos | |
68 | 68 | 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) | 93 | Nos | |
69 | 69 | 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) | 93 | Nos | |
70 | 70 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 93 | Nos | |
71 | 71 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(75 x 20mm) | |||
72 | 72 | 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 | 10 | Metre | |
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 | 10 | Nos | |
74 | 74 | 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) | 10 | Nos | |
75 | 75 | 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) | 10 | Nos | |
76 | 76 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 10 | Nos | |
77 | 77 | New FHTC (63x 20mm) | |||
78 | 78 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63X20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 183 | Nos | |
79 | 79 | 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 | 183 | Nos | |
80 | 80 | 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 | 183 | Nos | |
81 | 81 | 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 | 549 | Nos | |
82 | 82 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 1464 | Metre | |
83 | 83 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 1098 | Metre | |
84 | 84 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 1464 | Metre | |
85 | 85 | Supply & Jointing 20 mm Waste Not tap | 183 | Nos | |
86 | 86 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 183 | Metre | |
87 | 87 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 183 | Nos | |
88 | 88 | cutting MDPE Pipes and specials true axis and finishing the end complete | 732 | Nos | |
89 | 89 | New FHTC (75x 20 mm) | |||
90 | 90 | 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 | |
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 | 20 | Nos | |
92 | 92 | 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 | |
93 | 93 | 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 | |
94 | 94 | 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 | |
95 | 95 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 120 | Metre | |
96 | 96 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 160 | Metre | |
97 | 97 | Supply & Jointing 20 mm Waste Not tap | 20 | Nos | |
98 | 98 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 20 | Nos | |
99 | 99 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 20 | Nos | |
100 | 100 | cutting MDPE Pipes and specials true axis and finishing the end complete | 80 | Nos | |
101 | 101 | Repairs to 30000 Litre OHT. | |||
102 | 102 | Dismantling and Removing the existing damaged Cement plastering away from the Site incl All Labour Charges etc., Complete | 33.78 | Sq.m | |
103 | 103 | Plastering with cement mortar 1:3 mix to 10 mm thick includingcost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm | 61.98 | Sq.m | |
104 | 104 | Plastering with cement mortar 1:3 mix to 20 mm thick includingcost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm | 8.86 | Sq.m | |
105 | 105 | Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and all labour charges etc complete | 0.02 | Cu.m | |
106 | 106 | Plastering with cement mortar 1:5 mix to 12 mm thick includingcost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm | 0.63 | Sq.m | |
107 | 107 | 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. | 158.05 | Sq.m | |
108 | 108 | Painting two coats over old iron works using ready mixed enamel paint including cost and conveyance of paint and all labour charges etc complete | 4 | Sq.m | |
109 | 109 | 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. | 18.85 | Sq.m | |
110 | 110 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 1.21 | Cum | |
111 | 111 | Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications | 1.52 | Cum | |
112 | 112 | Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and all labour charges etc complete | 1.05 | Cum | |
113 | 113 | Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc | 3.31 | Sq.m | |
114 | 114 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. | 1.52 | Cum | |
115 | 115 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. | 0.6 | Cum | |
116 | 116 | Supply & Delivery of following Pipes and specials for OHT connection | |||
117 | 117 | Supply of GI Pipes for OHT Connections 65 mm dia | 15 | Nos | |
118 | 118 | Supply and Delivery of G.M.Gate valve 65mm size | 2 | Nos | |
119 | 119 | Supply & Delivery of 65mm Bend | 2 | Nos | |
120 | 120 | Supply & Delivery of 65 mm G.I Tee | 1 | Nos | |
121 | 121 | Supply & Delivery of 65 mm G.I Coupling | 2 | Nos | |
122 | 122 | Supply & Delivery of 63mm T.Coupler PVC | 1 | Nos | |
123 | 123 | Supply & Delivery of 65mm x 50mm G.I.Reducer | 2 | Nos | |
124 | 124 | Provision for Alternative Bore Well and Water Supply Arrangements. | |||
125 | 125 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the Departmental Officers) including construction of mud pit. | |||
126 | 126 | 0m to 60m depth | 60 | Metre | |
127 | 127 | Reaming of 150mm Dia Borewell to 300mm Dia Borewell as directed at site | |||
128 | 128 | 0m to 60m depth | 60 | Metre | |
129 | 129 | Labour charges for inserting casing pipe supply & packing of pebbles | 60 | Metre | |
130 | 130 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 45 | Metre | |
131 | 131 | Supply & delivery of 150mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010 | 15 | Metre | |
132 | 132 | Charges for developing the borewell using air compressor in hours | 8 | Hrs | |
133 | 133 | 160mm Dia End Cap | 1 | Nos | |
134 | 134 | Restoration of Road for Restoring the Cut Portion. | |||
135 | 135 | 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. | 18 | Cu.m | |
136 | 136 | 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. | 12 | Cu.m | |
137 | 137 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 12 | Cu.m | |
138 | 138 | Provision for Name board | 1 | No | |
139 | 139 | Part.2. Providing Functional Household Tap Connections (FHTCs) and water supply works at Veeramangudi habitation in Veeramangudi Panchayat | |||
140 | 140 | Construction to Pump Room. | |||
141 | 141 | Earthwork excavation and depositing on bank with an initial lead of 10M and initial lift of 2M in hard stiff clay stiff blockcotton soil hard red earth shells, murrams, gravel stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil etc., complete | 6.49 | Cu.m | |
142 | 142 | Supplying and filling with best river sand including watering ramming and consolidation etc.,complete | 0.93 | Cu.m | |
143 | 143 | Earth filling in basement with excavated earth including raming and consolidation etc.complete. | 0.68 | Cu.m | |
144 | 144 | Cement concrete works 1:4:8(one part of cement, four part of sand and eight part of aggregate), using broken stone 40mm size for levelling course for foundation,Basement including mixing, placing, finishing, curing etc., complete. | 1.47 | Cu.m | |
145 | 145 | Brickwork in Cement Mortar in 1:5(one part of cement and five part of sand) using country bricks of size 8.75" x 4.25" x 2.25" for Basement and steps including curing etc.complete | |||
146 | 146 | For Footing and Basement | 4.23 | Cu.m | |
147 | 147 | for superstructure upto 4.50m ht. | 3.69 | Cu.m | |
148 | 148 | Reinforced Cement Concrete works 1:1.5:3 (one part of cement,one and half part of sand & three part of aggregate) using broken stone 20mm size excluding cost of Steel and centering and shuttering but including cost of labour charges for mixing placing, finishing and curing etc., complete | |||
149 | 149 | a. For Lintel over door and ventilator 10cm tk. | 0.03 | Cu.m | |
150 | 150 | b. For Roof slab 10cm tk. | 0.56 | Cu.m | |
151 | 151 | Centering to sides & soffits of RCC structures including strutting etc. complete using steel centering | |||
152 | 152 | b. For Lintel and Roof Slab | 5.35 | Sq.m | |
153 | 153 | Flooring top plastering with Cement Mortar 1:3 (one part of cement and three part of sand) 20mm thick. Including labour charges for mixing,finishing, curing etc.complete | 2.25 | Sq.m | |
154 | 154 | Plastering with Cement Mortar 1:5 (one part of cement and five part of sand) 12mm thk. Including labour charges for mixing,finishing, curing etc.complete | 41.08 | Sq.m | |
155 | 155 | Special ceiling plastering for RCC slab with Cement Mortar 1:3(one part of cement and three parts of sand) 12mm thick including labour charges etc.complete | 4.92 | Sq.m | |
156 | 156 | White washing two coats over inside wall,roof ceiling and other surface including cleaning preparing the surface complete | 4.92 | Sq.m | |
157 | 157 | Distembering two coats over one coat of primary coat of white cement including cleaning, preparing the surface and curing etc.,complete | 41.08 | Sq.m | |
158 | 158 | Supplying & fixing in position of steel Door of size 1.10 x 2.10m in MS angle 40mmx40mmx 6mm,M.S. flat 25mmx25mmx6mm with M.S, sheet of 18 gauge including ventilating arrangement using 20mm square M.S. rods with locking arrangement, furniture fittings and including painting with read mixed paint two coats over one coat of primer etc., complete | 1 | Nos | |
159 | 159 | Supplying & fixing in position RCC post box type jolly of size 0.60x0.45. | 1 | Nos | |
160 | 160 | Weathering course over RCC roof including fixing in position of one course of pressed tiles etc. complete. | 3.61 | Sq.m | |
161 | 161 | Supplying & fabricating and placing in position of RTS grills for reinforcement including cost of steel and binding wire etc complete. | 0.05 | MT | |
162 | 162 | SUPPLY, DELIVERY AND ERECTION OF SUBMERSIBLE PUMPSETS IN BOREWELL. 60000 Ltr. OHT | 129 | ||
163 | 163 | Supply and delivery of vertical wet type submersible pumpset (75 lpm and 150 metre) capable of discharging any of the following pumpage in lpm against noted head in m suitable for erection into the bore well/Inf. well / open well with stainless steel shaft, bronze impeller and starter. | |||
164 | 164 | Supply, delivery and erection of Submersible Pumpset of | 1 | Set | |
165 | 165 | Supply and delivery of 3 phase Panel Board D.O.L with two level guard and auto start confirming to IS specification for 5 HP pumpset. | 1 | Set | |
166 | 166 | Supply, delivery of 1.1 KV Grade,PVC insulated and sheathed 3 core flat copper submersible cable with ISI marking conforming of IS 694/1990 of reputed make for submersible motor erected in borewell. | |||
167 | 167 | 2.50 Sq.mm Copper cable | 60 | Metre | |
168 | 168 | Supply and Delivery of 1.1 KV grade 3 core Aluminum conductor U.G. cable conforming to IS 1554/part I and with ISI marking of reputed make for submersible motor erected in the Bore well/Open well | |||
169 | 169 | 6.00 Sq.mm Armoured Aluminum conductor cable | 60 | Metre | |
170 | 170 | Laying of 6.00 Sqmm Armoured Aluminum conductor cable below GL including earth work excavation and refilling the trench after the cable laid etc., complete | 50 | Metre | |
171 | 171 | Laying of 6.00 Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet | 10 | Metre | |
172 | 172 | Supply and delivery of GI medium class pipes and specials as per relevant IS as listed below. | |||
173 | 173 | 40mm GI Pipe (3m) length Medium SOR TWAD page 25 | 30 | Metre | |
174 | 174 | 40mm GI Coupling Heavy page 29 | 10 | Nos | |
175 | 175 | 40mm GI Bend Heavy page 29 | 3 | Nos | |
176 | 176 | 50mm GI Flangeset Heavy page 29 | 1 | Nos | |
177 | 177 | 40mm MS Clampset Heavy page 29 | 1 | Nos | |
178 | 178 | 50mm GM Non Return Valve page 30 | 1 | Nos | |
179 | 179 | 50 x 40mm GI reducer heavy page 26 | 1 | Nos | |
180 | 180 | 63mX50mm PVC T.Coupler page 10 | 1 | Nos | |
181 | 181 | 40mm Ball Valve/ GM Gate Valve page 30 | 1 | Nos | |
182 | 182 | Lighting the pump room including internal wiring with switch circute fuses etc. with the following light fittings with ISI marking. | |||
183 | 183 | 40W box type tube light - 1 No. | 1 | Nos | |
184 | 184 | 100W bulb with angle holder | 1 | Nos | |
185 | 185 | 100W bulk head fittings | 2 | Nos | |
186 | 186 | 5 AMPS 3 pin socket with switch | 1 | Nos | |
187 | 187 | 5 Amps switches for light(Flush type) | 4 | Nos | |
188 | 188 | Providing lighting wiring using MS conduit pipes and specials with 2 runs 1.5 sqmm PVC copper wire and 1 run 12 swg GI wire for earthing for light, fans and 5A plug points etc., | 3 | Nos | |
189 | 189 | Obtaining power supply including cost of following materials and by engaging B licence holder.EB fee for application form and deposit amount will be borne by the Board | |||
190 | 190 | (i) Aerial fuse board of size 15 x 10 x 6cm with 32 A aerial fuse carrier(3 Nos.) | 1 | Nos | |
191 | 191 | (iii)Wall mounting type MS cubical EB meter box with fuse carrier (3 Nos) of 32 A capacity at EB supply point.This box is also to accommodate TNEB energy meter with proper ventilation as approved by TNEB. | 1 | Nos | |
192 | 192 | (ii) Supply and laying of 7/20 size PVC insulator copper conductor cable from Aerial fuse to EB supply point etc., complete as per I.E Rules. | 15 | Metre | |
193 | 193 | 25mm dia GI pipe for service point | 3 | Metre | |
194 | 194 | 25mm dia GI Elbow | 2 | Nos | |
195 | 195 | No.8 GI wire for earth(Twin earthing) | 2 | KG | |
196 | 196 | Stay wire 7/20 | 2 | KG | |
197 | 197 | 20mm GI pipe for twin earthing and cable encasing | 10 | Metre | |
198 | 198 | 4way nutral link | 1 | Nos | |
199 | 199 | TW banel board (41 x 31 x 6cm) | 1 | Nos | |
200 | 200 | Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works | |||
201 | 201 | Upto 5 HP | 1 | Set | |
202 | 202 | PUMPING MAIN LINE | |||
203 | 203 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
204 | 204 | 90 mm OD PVC 4 ksc pipe | 400 | Metre | |
205 | 205 | Earth work excavation and depositing on bank with initials lead of 10 m and initial llift of 2m in ordinary soils for a depth of 1.05 m and width of 0.60 m for Pipe Laying works | 400 | Metre | |
206 | 206 | Conveyance of PVC rigid pipes with in a lead of 200m lowering into trenches laying to proper grade and alignment ,jointing with pvc spls. with cement paste, testing to the required pressure including conveyance of water upto 1km lead for filling during testing exclu ding the cost pipes& jointing materials.burst occurs during testing,it should be rectified at contractors own cost&as directed by Department officers | 400 | Metre | |
207 | 207 | Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers | 400 | Metre | |
208 | 208 | Solvent Cement | 3 | Lit | |
209 | 209 | Provision for OHT service Reservoir 30000 Ltr. | |||
210 | 210 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by dept. officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | |||
211 | 211 | First depth of 2m | 67.24 | Cum | |
212 | 212 | 2 nd Depth | 26.89 | Cum | |
213 | 213 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by dept. officers. | 10.09 | Cum | |
214 | 214 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by dept. officers. | 10.09 | Cum | |
215 | 215 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by dept. officers. \n | |||
216 | 216 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 16.81 | Cum | |
217 | 217 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.4 | Cum | |
218 | 218 | For column and Middle brace 0 to 4.5m from GL | 1.44 | Cum | |
219 | 219 | For column beam floor slab and side wall from 4.51m to 7.32 m from GL | 8.05 | Cum | |
220 | 220 | For side wall, hance and Roof slab from 7.32 m to 10.98 m from GL | 4.28 | Cum | |
221 | 221 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., | |||
222 | 222 | PLANE SURFACES | |||
223 | 223 | Below GL | |||
224 | 224 | For column footing and GL Brace | 13.49 | Sq.m | |
225 | 225 | GL 0 to 3.30 M | |||
226 | 226 | For Middle Brace and Roof Slab | 21.49 | Sq.m | |
227 | 227 | Above GL 5.31 to 6.30 M | |||
228 | 228 | For Floor Beam and Bottem of Floor slab | 37.73 | Sq.m | |
229 | 229 | SQUARE COLUMN | |||
230 | 230 | For column Below GL | 6.48 | Sq.m | |
231 | 231 | For column GL 0 to 3.30M | 14 | Sq.m | |
232 | 232 | For column ( 3.31m to 4.30m ). | 4.8 | Sq.m | |
233 | 233 | For column ( 4.31m to 5.30m). | 4.8 | Sq.m | |
234 | 234 | For Column (5.31m to 6.30m ) | 0.29 | Sq.m | |
235 | 235 | CURVED SURFACE | |||
236 | 236 | 0 to 3.30 M | |||
237 | 237 | For Side Wall, Roof Slab & Floor slab sides and Haunch | 81.06 | Sq.m | |
238 | 238 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by dept. officers. | 4 | MT | |
239 | 239 | Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by dept. officers | 150 | Sq.m | |
240 | 240 | Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by dept. officers. | 1 | Nos | |
241 | 241 | Provision for New inner ladder | |||
242 | 242 | RCC 1:1.5:3 (one cement,one and half sand and three 20mm HBG stoneexcluding the cost of reinforcement and centering and shuttering but including curing finishing, etc.complete | 0.18 | Cu.m | |
243 | 243 | Supply, fabrication, placing in position of steel rods cutting tying etc.complete including cost of reinfor cement RTS rods | |||
244 | 244 | 10 mm RTS Rods | 33.98 | Kg | |
245 | 245 | 8 mm RTS Rods | 6.55 | Kg | |
246 | 246 | Centering, for soffits of RCC works including strutting shuttering charges etc. complete | 3.24 | Sq.m | |
247 | 247 | Provision for Manhole cover | |||
248 | 248 | Supplly and delivery of 25 x 25 x 6 mm angle for supporting legs. 1 x 4x 0.75 = 3.00 m x 1.8kg/m =5.4 kg | 5.4 | Kg | |
249 | 249 | Centering, for soffits of RCC works including strutting shuttering charges etc. complete | 0.225 | Sq.m | |
250 | 250 | Supply, fabrication, placing in position of steel rods cutting tying etc.complete including cost of reinfor cement RTS rods- upto 16mm 2 x 4 x0.70 =5.6 m x 0.39kg =2.184kg | 2.184 | kg | |
251 | 251 | RCC 1:1.5:3 (one cement,one and half sand and three 20mm HBG stoneexcluding the cost of reinforcement and centering and shuttering but including curing finishing, etc.complete | 0.042 | Cu.m | |
252 | 252 | Provision for GI ventilating arrangements. | |||
253 | 253 | Suplply and delivery of 50mm GI pipe | 0.6 | Metre | |
254 | 254 | 50mm GI elbow | 2 | Nos | |
255 | 255 | 50mm GI Tee | 1 | Nos | |
256 | 256 | cutting of 50mm GI pipe | 5 | Nos | |
257 | 257 | Threading of 50mm GI Pipe | 5 | Nos | |
258 | 258 | Supply & Delivery of following Pipes and specials for OHT connection | |||
259 | 259 | Supply of GI Pipes for OHT Connections 65 mm dia | 34 | Nos | |
260 | 260 | Supply and Delivery of G.M.Gate valve 65mm size | 2 | Nos | |
261 | 261 | Supply & Delivery of 65mm Elbow | 7 | Nos | |
262 | 262 | Supply & Delivery of 65 mm G.I Tee | 2 | Nos | |
263 | 263 | Supply & Delivery of 65 mm G.I Coupling | 3 | Nos | |
264 | 264 | Supply & Delivery of 63mm T.Coupler PVC | 5 | Nos | |
265 | 265 | Supply & Delivery of 65mm x 50mm G.I.Reducer | 3 | Nos | |
266 | 266 | Supply & Delivery of 65mm G.I.flange set | 3 | Nos | |
267 | 267 | Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the dept.officers | 55.75 | Cum | |
268 | 268 | DISTRIBUTION MAIN - NEW LINE | |||
269 | 269 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
270 | 270 | 63 mm OD PVC Pipe 4 KSC | 4275 | Metre | |
271 | 271 | 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 | 4275 | Metre | |
272 | 272 | 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 | 4275 | Metre. | |
273 | 273 | 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. | 4275 | Metre. | |
274 | 274 | Supply and delivery of following PVC/GI specials | |||
275 | 275 | Solvent Cement | 32.06 | Lit | |
276 | 276 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
277 | 277 | 63mm PVC Bend | 15 | No | |
278 | 278 | 63mm x 50mm PVC Threaded coupler | 5 | No | |
279 | 279 | 63mm x 50mm PVC Tee | 100 | No | |
280 | 280 | 63mm End cap | 25 | No | |
281 | 281 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking | |||
282 | 282 | 50mm GI pipe | 350 | Metre | |
283 | 283 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | |||
284 | 284 | 50mm GI Elbow | 15 | Nos | |
285 | 285 | 50mm GI coupling | 25 | Nos | |
286 | 286 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | |||
287 | 287 | 50 mm dia Pipe | 350 | Metre | |
288 | 288 | Provision for 50 mm Water meter | 1 | No | |
289 | 289 | Water meter Dirt BOX | 1 | No | |
290 | 290 | Water meter erection charges | 1 | No | |
291 | 291 | Provision for pit for Dual line | 1 | No | |
292 | 292 | DISTRIBUTION MAIN - NEW LINE | |||
293 | 293 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
294 | 294 | 75 mm OD PVC Pipe 4 KSC | 475 | Metre. | |
295 | 295 | 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 | 475 | Metre. | |
296 | 296 | 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 | 475 | Metre. | |
297 | 297 | 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. | 475 | Metre. | |
298 | 298 | Solvent Cement | 3.56 | Lit | |
299 | 299 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works. | |||
300 | 300 | 75mm PVC Bend | 15 | No | |
301 | 301 | 75mm x 50mm PVC Threaded coupler | 5 | No | |
302 | 302 | 75mm x 50mm PVC Tee | 10 | No | |
303 | 303 | 75mm End cap | 4 | No | |
304 | 304 | Repairs to 60000 Litre OHT. | |||
305 | 305 | Dismantleing the old Damege R.C.C !:1.5:3 Concrete | 2.3 | Cum | |
306 | 306 | 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 | 22.956 | Sqm | |
307 | 307 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum | 2.755 | Cum | |
308 | 308 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works | 0.3 | M.T | |
309 | 309 | 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, 12mm 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 | Cum | |
310 | 310 | 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 | |
311 | 311 | 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 | |
312 | 312 | Provision for Repair to pillar | |||
313 | 313 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by Departmental Officers. | 3.24 | Cum | |
314 | 314 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by Departmental Officers. | 0.54 | Cum | |
315 | 315 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers. | 0.54 | Cum | |
316 | 316 | Brick work in CM 1:5 (one cement & five sand) using Country bricks of size 8 3/4"X41/4"X 2 1/4" including finishing, curing, etc., complete complying with standard specification | 2.07 | Cum | |
317 | 317 | 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. | 2.184 | Cum | |
318 | 318 | Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by Departmental Officers. | 15 | Sq.m | |
319 | 319 | Provision for New inner ladder | |||
320 | 320 | RCC 1:1.5:3 (one cement,one and half sand and three 20mm HBG stoneexcluding the cost of reinforcement and centering and shuttering but including curing finishing, etc.complete | 0.18 | Cu.m | |
321 | 321 | Supply, fabrication, placing in position of steel rods cutting tying etc.complete including cost of reinfor cement RTS rods | |||
322 | 322 | 10 mm RTS Rods | 33.98 | Kg | |
323 | 323 | 8 mm RTS Rods | 6.55 | Kg | |
324 | 324 | Centering, for soffits of RCC works including strutting shuttering charges etc. complete | 3.24 | sq.m | |
325 | 325 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(63 x 20mm) | |||
326 | 326 | 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 | 203 | Metre | |
327 | 327 | 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 | 203 | Nos | |
328 | 328 | 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) | 203 | Nos | |
329 | 329 | 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) | 203 | Nos | |
330 | 330 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 203 | Nos | |
331 | 331 | Providing Flow control valve to Existing Authorised & under regularaisation FHTC. \n(75 x 20mm) | |||
332 | 332 | 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 | 23 | Metre | |
333 | 333 | 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 | 23 | Nos | |
334 | 334 | 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) | 23 | Nos | |
335 | 335 | 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) | 23 | Nos | |
336 | 336 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 23 | Nos | |
337 | 337 | New FHTC (63 mm) | |||
338 | 338 | HSC Connection in DI Mains for Water Supply Scheme - Providing PVC saddle piece of size 63X20mm as per IS 7834/1987 (TWAD SOR Page no 11) | 273 | Nos | |
339 | 339 | 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 | 273 | Nos | |
340 | 340 | 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 | 273 | Nos | |
341 | 341 | 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 | 819 | Nos | |
342 | 342 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 2184 | Metre | |
343 | 343 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 1638 | Metre | |
344 | 344 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 2184 | Metre | |
345 | 345 | Supply & Jointing 20 mm Waste Not tap | 273 | Nos | |
346 | 346 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 273 | Metre | |
347 | 347 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 273 | Nos | |
348 | 348 | cutting MDPE Pipes and specials true axis and finishing the end complete | 1092 | Nos | |
349 | 349 | New FHTC (75 mm) | |||
350 | 350 | 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) | 30 | Nos | |
351 | 351 | 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 | 30 | Nos | |
352 | 352 | 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 | 30 | Nos | |
353 | 353 | 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 | 90 | Nos | |
354 | 354 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK - 20mm | 240 | Metre | |
355 | 355 | Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm) | 180 | Metre | |
356 | 356 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber | 240 | Metre | |
357 | 357 | Supply & Jointing 20 mm Waste Not tap | 30 | Nos | |
358 | 358 | Labour charges for Drilling,Cutting and fixing flow control valve in distribution line | 30 | Nos | |
359 | 359 | Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc | 30 | Nos | |
360 | 360 | cutting MDPE Pipes and specials true axis and finishing the end complete | 120 | Nos | |
361 | 361 | Repairs to 30000 Litre OHT. | |||
362 | 362 | Dismantling and Removing the existing damaged Cement plastering away from the Site incl All Labour Charges etc., Complete | 33.78 | Sq.m | |
363 | 363 | Plastering with cement mortar 1:3 mix to 10 mm thick includingcost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm | 61.98 | Sq.m | |
364 | 364 | Plastering with cement mortar 1:3 mix to 20 mm thick includingcost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm | 8.86 | Sq.m | |
365 | 365 | Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and all labour charges etc complete | 0.02 | Sq.m | |
366 | 366 | Plastering with cement mortar 1:5 mix to 12 mm thick includingcost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm | 0.63 | Sq.m | |
367 | 367 | 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. | 158.05 | Sq.m | |
368 | 368 | Painting two coats over old iron works using ready mixed enamel paint including cost and conveyance of paint and all labour charges etc complete | 4 | Sq.m | |
369 | 369 | 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. | 18.85 | Sq.m | |
370 | 370 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 1.21 | Cum | |
371 | 371 | Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications | 1.52 | Cum | |
372 | 372 | Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and all labour charges etc complete | 1.05 | Cum | |
373 | 373 | Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc | 3.31 | Sq.m | |
374 | 374 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. | 1.52 | Cum | |
375 | 375 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. | 0.6 | Cum | |
376 | 376 | Supply & Delivery of following Pipes and specials for OHT connection | |||
377 | 377 | Supply of GI Pipes for OHT Connections 65 mm dia | 15 | Nos | |
378 | 378 | Supply and Delivery of G.M.Gate valve 65mm size | 2 | Nos | |
379 | 379 | Supply & Delivery of 65mm Bend | 2 | Nos | |
380 | 380 | Supply & Delivery of 65 mm G.I Tee | 1 | Nos | |
381 | 381 | Supply & Delivery of 65 mm G.I Coupling | 2 | Nos | |
382 | 382 | Supply & Delivery of 63mm T.Coupler PVC | 1 | Nos | |
383 | 383 | Supply & Delivery of 65mm x 50mm G.I.Reducer | 2 | Nos | |
384 | 384 | Provision for Alternative Bore Well and Water Supply Arrangements in Kuthirai kovil theru. | |||
385 | 385 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the Departmental Officers) including construction of mud pit. | |||
386 | 386 | 0m to 60m depth | 60 | Metre | |
387 | 387 | Reaming of 150mm Dia Borewell to 300mm Dia Borewell as directed at site | |||
388 | 388 | 0m to 60m depth | 60 | Metre | |
389 | 389 | Labour charges for inserting casing pipe supply & packing of pebbles | 60 | Metre | |
390 | 390 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 45 | Metre | |
391 | 391 | Supply & delivery of 150mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010 | 15 | Metre | |
392 | 392 | Charges for developing the borewell using air compressor in hours | 8 | Hrs | |
393 | 393 | 160mm Dia End Cap | 1 | Nos | |
394 | 394 | Provision for Alternative Bore Well and Water Supply Arrangements in Meenavar colony | |||
395 | 395 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the Departmental Officers) including construction of mud pit. | |||
396 | 396 | 0m to 60m depth | 60 | Metre | |
397 | 397 | Reaming of 150mm Dia Borewell to 300mm Dia Borewell as directed at site | |||
398 | 398 | 0m to 60m depth | 60 | Metre | |
399 | 399 | Labour charges for inserting casing pipe supply & packing of pebbles | 60 | Metre | |
400 | 400 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | 45 | Metre | |
401 | 401 | Supply & delivery of 150mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010 | 15 | Metre | |
402 | 402 | Charges for developing the borewell using air compressor in hours | 8 | Hrs | |
403 | 403 | 160mm Dia End Cap | 1 | Metre | |
404 | 404 | Supply to 5HP submercible Motor (75 x 150 lpm) 5HP | |||
405 | 405 | 5HP submercible Motor (75 x 150 lpm) | 1 | Nos | |
406 | 406 | Supply to 7.5HP submercible Motor (50 x 225 lpm) 7.5HP | |||
407 | 407 | 7.5 HP submercible Motor (50 x 225 lpm) | 1 | Nos | |
408 | 408 | Restoration of Road for Restoring the Cut Portion. | |||
409 | 409 | 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. | 18 | Cu.m | |
410 | 410 | 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. | 12 | Cu.m | |
411 | 411 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 12 | Cu.m | |
412 | 412 | Provision for Name board | 1 | No | |
413 | 413 | 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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