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Implementation Of Jjm To Provide Fhtc To Rural Households And Water Supply Works In Veeramangudi Panchayat In Papanasam Block For The Year 2020-21 ., Papanasam-Tamil Nadu

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.




Tender Notice

25108702
Implementation Of Jjm To Provide Fhtc To Rural Households And Water Supply Works In Veeramangudi Panchayat In Papanasam Block For The Year 2020-21 .
Open Tender
Indian
Tamil Nadu
Papanasam
14-08-2020

Tender Details

Implementation Of Jjm To Provide Fhtc To Rural Households And Water Supply Works In Veeramangudi Panchayat In Papanasam Block For The Year 2020-21 .

Key Value

Document Fees
Refer document
EMD
INR 69300.0 /-
Tender Value
INR 69.25 Lakhs /-

BOQ Items

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.
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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