}

Strengthening Of 11Nos Road Works . In Sulur Block Of Coimbatore District Under 14Th Finance Commission ( Pkg . No . 34/14Th Fianance Commision/2019-20 ) , Sulur-Tamil Nadu

Rural Development And Panchayats Department has published Strengthening Of 11Nos Road Works . In Sulur Block Of Coimbatore District Under 14Th Finance Commission ( Pkg . No . 34/14Th Fianance Commision/2019-20 ) . Submission Date for this Tender is 12-08-2020. Road Work Tenders in Sulur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

25108707
Corrigendum : Strengthening Of 11Nos Road Works . In Sulur Block Of Coimbatore District Under 14Th Finance Commission ( Pkg . No . 34/14Th Fianance Commision/2019-20 )
Open Tender
Indian
Tamil Nadu
Sulur
12-08-2020

Tender Details

Strengthening Of 11Nos Road Works . In Sulur Block Of Coimbatore District Under 14Th Finance Commission ( Pkg . No . 34 / 14Th Fianance Commision / 2019-20 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Aug-2020 Financial Bid Financial Bid 12-08-2020

Key Value

Document Fees
Refer document
EMD
INR 131000.0 /-
Tender Value
INR 1.30 Crore /-

BOQ Items

Name of Work: 1. Drilling of Bore well and supply and fixing of 7.50 HP Submersible pumpset and Extension of Pipeline near Devar parai at Edayapalayam H/O Edayapalayam Panchayat 2. Drilling of Bore well and supply and fixing of 7.50 HP Submersible pumpset and Extension of Pipeline near VMS Nagar at Edayapalayam H/O Edayapalayam Panchayat 3.Construction of 30000 ltrs OHT in Anna nagar at Edayarpalayam H/o.Edayarpalayam panchayat 4.Construction of 60000 ltrs OHT in near MGP nagar at Edayarpalayam H/o.Edayarpalayam panchayat 5.Providing Pumping main line for Edayapalayam H/O Edayapalayam 6.Providing Distribution system for Edayapalayam H/O Edayapalayam panchayat 7.House Service Connection for Edayapalayam Habitation H/O Edayapalayam Panchayat in Sulthanpet Block of Coimbatore District under JJM 20-21(Pkg.No./JJM/20-21)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 1. Drilling of Bore well and supply and fixing of 7.50 HP Submersible pumpset and Extension of Pipeline near Devar parai at Edayapalayam H/O Edayapalayam Panchayat
2 2 Towards Hydrological Survey charges for locating bore well point including all cost etc complete 1 Nos
3 3 Towards cost and supply of unplastized plain 150mm(CM) dia PVC Casing pipes to the following Diametre BM length 12 M
4 4 Drilling of 150mm dia Verticals in bores in overburden soil to the required depth including labour charges for inserting casing pipes assembling in the drilled holes including welding the joining if neccesary grouting the csing pipes etc., and including Transportation charges for the rig and supporting vehicles from one place to another. 12 M
5 5 Drilling of 150mm dia Verticals in bores in hard rock areas to the required depth including labour charges for inserting casing pipes assembling in the drilled holes including welding the joining if neccesary grouting the csing pipes etc., and including Transportation charges for the rig and supporting vehicles from one place to another. 320 M
6 6 Supply of 7.50 HP sub motor pumb set duty of 50LPM X 250m Head 1 Nos
7 7 Supply of 7.50 HP Panel board 1 Nos
8 8 Supply of 4 Sqm 3 Core Cable 235 M
9 9 Supply of 40 mm G.I..Pipes B Class 300 M
10 10 Supply of 40 mm GI Heavy Coupler 50 Nos
11 11 Supply of 40 mm GI Bend 2 Nos
12 12 Supply of 40 mm GI Union 1 Nos
13 13 Supply of 40 mm GI Coupling 3 Nos
14 14 Supply and cost of 40 mm non return Value 1 Nos
15 15 Supply and cost of 100Amps fuse Carriar 3 Nos
16 16 Supply and cost of M.S.KIOSK Bed 0.75x0.45x0.75m 16 gauge MS sheet with painting 1 Nos
17 17 Supply and cost of M.S.KIOSK bed size 1.2x1.8x1.5 including all civil materials and all labour charges 1 Nos
18 18 Supply and cost of 7/20 Copper Wire 1 Coil
19 19 Earth work excavation and depositng on bank within an initial lead of 10 m and initial lift 0 to 2 m in Hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for laying pipeline in respect of following size of pipe with standard trench width and required depth including shoring, struting, balling out water wherever necessary and all other incidental works such as barricading, providing danger lights, labour for watch and ward,as oer standard specifications and as directed by the Department officers. 670 M
20 20 Supply and delivery of PVC rigid pipes for potable water supply with ISI 4985 / 2000 marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the Department Officers. 670 M
21 21 Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by the Department Officers. 670 M
22 22 Refilling with excavated earth (other than sand) in respect of following sizes of pipes watered well rammed and consolidated etc. complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the Depatment Officers. 670 M
23 23 Testing of PVC/HDPE/D.I pipes with hydraulic testing equipment by filling with water (includung cost of water @ Rs.60/KL) and testing to recommended pressure in convinent stetches and attending the bursts if any occurred during the test excluding the cost of pipes, inccluding incidential and operational charges etc., complete for the following diameter of pipes as per standard specifications and as directed by the dept.officers. 670 M
24 24 2. Drilling of Bore well and supply and fixing of 7.50 HP Submersible pumpset and Extension of Pipeline near VMS Nagar at Edayapalayam H/O Edayapalayam Panchayat
25 25 Towards Hydrological Survey charges for locating bore well point including all cost etc complete 1 Nos
26 26 Towards cost and supply of unplastized plain 150mm(CM) dia PVC Casing pipes to the following Diametre BM length 12 M
27 27 Drilling of 150mm dia Verticals in bores in overburden soil to the required depth including labour charges for inserting casing pipes assembling in the drilled holes including welding the joining if neccesary grouting the csing pipes etc., and including Transportation charges for the rig and supporting vehicles from one place to another. 12 M
28 28 Drilling of 150mm dia Verticals in bores in hard rock areas to the required depth including labour charges for inserting casing pipes assembling in the drilled holes including welding the joining if neccesary grouting the csing pipes etc., and including Transportation charges for the rig and supporting vehicles from one place to another. 320 M
29 29 Supply of 7.50 HP sub motor pumb set duty of 50LPM X 250m Head 1 Nos
30 30 Supply of 7.50 HP Panel board 1 Nos
31 31 Supply of 4 Sqm 3 Core Cable 235 M
32 32 Supply of 40 mm G.I..Pipes B Class 300 M
33 33 Supply of 40 mm GI Heavy Coupler 50 Nos
34 34 Supply of 40 mm GI Bend 2 Nos
35 35 Supply of 40 mm GI Union 1 Nos
36 36 Supply of 40 mm GI Coupling 3 Nos
37 37 Supply and cost of 40 mm non return Value 1 Nos
38 38 Supply and cost of 100Amps fuse Carriar 3 Nos
39 39 Supply and cost of M.S.KIOSK Bed 0.75x0.45x0.75m 16 gauge MS sheet with painting 1 Nos
40 40 Supply and cost of M.S.KIOSK bed size 1.2x1.8x1.5 including all civil materials and all labour charges 1 Nos
41 41 Supply and cost of 7/20 Copper Wire 1 Coil
42 42 Earth work excavation and depositng on bank within an initial lead of 10 m and initial lift 0 to 2 m in Hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for laying pipeline in respect of following size of pipe with standard trench width and required depth including shoring, struting, balling out water wherever necessary and all other incidental works such as barricading, providing danger lights, labour for watch and ward,as oer standard specifications and as directed by the Department officers. 670 M
43 43 Supply and delivery of PVC rigid pipes for potable water supply with ISI 4985 / 2000 marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the Department Officers. 670 M
44 44 Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by the Department Officers. 670 M
45 45 Refilling with excavated earth (other than sand) in respect of following sizes of pipes watered well rammed and consolidated etc. complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the Depatment Officers. 670 M
46 46 Testing of PVC/HDPE/D.I pipes with hydraulic testing equipment by filling with water (includung cost of water @ Rs.60/KL) and testing to recommended pressure in convinent stetches and attending the bursts if any occurred during the test excluding the cost of pipes, inccluding incidential and operational charges etc., complete for the following diameter of pipes as per standard specifications and as directed by the dept.officers. 670 M
47 47 3.Construction of 30000 ltrs OHT in Anna nagar at Edayarpalayam H/o.Edayarpalayam panchayat
48 48 Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B. First depth of 2m 25.72 Cum
49 49 Cement Concrete 1:4:8 (One cement, four sand and eight aggregates) using 40mm HBG stone for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. 2.45 Cum
50 50 Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or susitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to13cm dia spaced at 75cm centre to centre complying with standard specifications etc. complete PLANE SURFACE Below G.L. 12.99 sqm
51 51 0.00m to 3.30m 22.33 sqm
52 52 5.31m to 6.30m 40.28 sqm
53 53 CURVED SURFACE 5.31m to 6.30m 2.97 sqm
54 54 6.31m to 7.30m 23.42 sqm
55 55 7.31m to 8.30m 25.93 sqm
56 56 8.31m to 9.30m 25.93 sqm
57 57 SQUARE COLUMN Below GL 6.28 sqm
58 58 0m - 3.30m 12.2 sqm
59 59 3.31m to 4.30m 4 sqm
60 60 4.31m to 5.30m 3.8 sqm
61 61 Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete.RTS rod 1.7 MT
62 62 RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete. 1.50m to 4.50m below G.L. 3.44 Cum
63 63 0m to 1.50m below G.L. 1.06 Cum
64 64 0m to 4.5m from GL 1.73 Cum
65 65 4.5m to 7.32m from GL 6.01 Cum
66 66 7.33m to 10.98m from GL 4.67 Cum
67 67 Painting two coats with approved Emulsion over one priming coat of Emulsion over cement plastered Wall surface and ceiling including cleaning preparing the surface and curing etc. complete 102.08 sqm
68 68 Fabrication, supply. Delivery and fixing of out side MS ladder wide 45cm 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 coast of red oxide paint to for providing access to roof top of 100000 lit. OHT of suitable inclined length, including bottom anchorage and transportation and as directed by Deptal officers. 1 No
69 69 Providing and fixing of RCC inner access ladder in RCC 1:1. 5:3 (One cement, one and half sand and three aggregates) using 20mm HBG tone for OHT including cost of reinforcement, placing grill in position,centering shuttering charges, mixing concrete curing etc., to required height and cvlear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x 25mm etc., complete and as directed by Deptal officers 1 No
70 70 Providing PVC Ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by Deptal officers. 2 No
71 71 Providing manhole cover SFRC of size 0.60 x 0.60M in MS angle fixed along edges and as directed by Deptal officers 1 No
72 72 Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc. complete as detailed below. 65mm dia GI pipes for inlet connection 15 M
73 73 65mm dia GI pipes for overflow & rain water harvesting pipe 12 M
74 74 65mm dia GI pipes for delivery pipe 24 M
75 75 65mm dia GI coupler 6 No
76 76 65mm dia GI Union 2 No
77 77 65mm dia GI Elbow 8 No
78 78 65mm dia GM Gate valve 4 No
79 79 4.Construction of 60000 ltrs OHT in near MGP nagar at Edayarpalayam H/o.Edayarpalayam panchayat
80 80 Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B. First depth of 2m 43.35 Cum
81 81 Cement Concrete 1:4:8 (One cement, four sand and eight aggregates) using 40mm HBG stone for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. 4.23 Cum
82 82 Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or susitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to13cm dia spaced at 75cm centre to centre complying with standard specifications etc. complete PLANE SURFACE 16.16 sqm
83 83 above GL upto 3.30m 10.64 sqm
84 84 3.31m to 4.30m 21.27 sqm
85 85 6.31m to 7.30m 61.52 sqm
86 86 CURVED SURFACE 0m to 3.30m 97.64 sqm
87 87 3.31m to 4.30m 16.64 sqm
88 88 6.31m to 7.30m 3.66 sqm
89 89 7.31m to 8.30m 0.87 sqm
90 90 SQUARE COLUMN 0m - 3.30m 22.08 sqm
91 91 3.31m to 4.30m 4.8 sqm
92 92 4.31m to 5.30m 4.8 sqm
93 93 5.31m to 6.30m 4.8 sqm
94 94 6.31m to 7.30m 0.58 sqm
95 95 Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete.RTS rod 3.2 MT
96 96 RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete. 1.50m to 4.50m below G.L. 5.06 Cum
97 97 0m to 1.50m below G.L. 1.34 Cum
98 98 0m to 4.5m from GL 2.42 Cum
99 99 4.5m to 7.32m from GL 9.89 Cum
100 100 7.33m to 10.98m from GL 10.05 Cum
101 101 Painting two coats with approved Emulsion over one priming coat of Emulsion over cement plastered Wall surface and ceiling including cleaning preparing the surface and curing etc. complete 154.66 sqm
102 102 Fabrication, supply. Delivery and fixing of out side MS ladder wide 45cm 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 coast of red oxide paint to for providing access to roof top of 100000 lit. OHT of suitable inclined length, including bottom anchorage and transportation and as directed by Deptal officers. 1 No
103 103 Providing and fixing of RCC inner access ladder in RCC 1:1. 5:3 (One cement, one and half sand and three aggregates) using 20mm HBG tone for OHT including cost of reinforcement, placing grill in position,centering shuttering charges, mixing concrete curing etc., to required height and cvlear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x 25mm etc., complete and as directed by Deptal officers 1 No
104 104 Providing PVC Ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by Deptal officers. 2 No
105 105 Providing manhole cover SFRC of size 0.60 x 0.60M in MS angle fixed along edges and as directed by Deptal officers 1 No
106 106 Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc. complete as detailed below. 65mm dia GI pipes for inlet connection 17 M
107 107 65mm dia GI pipes for overflow & rain water harvesting pipe 15 M
108 108 65mm dia GI pipes for delivery pipe 30 M
109 109 65mm dia GI coupler 8 No
110 110 65mm dia GI Union 2 No
111 111 65mm dia GI Elbow 7 No
112 112 65mm dia GM Gate valve 4 No
113 113 5.Providing Pumping main line for Edayapalayam H/O Edayapalayam
114 114 Supply and delivery of PVC rigid pipes for potable water supply with ISI 4985 / 2000 marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the TWAD Board Officers. 75 MM PVC 6KSC PIPE 13020 M
115 115 Supply and delivery of the following sizes of GI pipes and Specials requied The Galvanised mild steel tubes continuously welded Electrilc Resistance Welded (ERW), High Frequency Induction Welded (HFIW), Hot Furnaced welded (HFN) types screwed in both ends, conforming to IS 554/85 for pipes threading, socketted on one end and the other end protected with plastic thread protector, in random length of 4 to 7m GI pipes conforming to IS 1239/Part-I 1990 and as amended from time to time and bearing ISI Mark. The cost of pipes should include loading, freight, transit , insurance, incidental charges, packing taxes and transportation charges to stock yard in good condition etc., complete (the cost excluding unloading from lorries at stock yard and stacking which will be paid separately) and as directed by the TWAD Board Officers. 65 mm GI pipe (medium) 30 M
116 116 Earth work excavation and depositng on bank within an initial lead of 10 m and initial lift 0 to 2 m in Hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for laying pipeline in respect of following size of pipe with standard trench width and required depth including shoring, struting, balling out water wherever necessary and all other incidental works such as barricading, providing danger lights, labour for watch and ward,as oer standard specifications and as directed by the TWAD Board officers. 75 MM PVC 6KSC PIPE 13020 M
117 117 Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by the TWAD Board Officers. 75 MM PVC 6KSC PIPE 13020 M
118 118 Refilling with excavated earth (other than sand) in respect of following sizes of pipes watered well rammed and consolidated etc. complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the TWAD Board Officers. 75 MM PVC 6KSC PIPE 13020 M
119 119 Testing of P.V.C/ HDPE/ D.I Pipes with hydraulic testing equipment by filling with water (Including cost of water @ Rs.60/KL) and testing to recommended pressure inconvenient stetches and attending the bursts if any occurred during the test, excluding the cost of pipes,including other incidential and operational charges etc., complete for the following diameter of pipes as per standard specifications and as directed by the TWAD Board officers. 75 MM PVC 6KSC PIPE 13020 M
120 120 6.Providing Distribution system for Edayapalayam H/O Edayapalayam panchayat
121 121 Supply and delivery of PVC rigid pipes for potable water supply with ISI 4985 / 2000 marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the TWAD Board Officers. 75 MM PVC 6KSC PIPE 2370 M
122 122 Supply and delivery of the following sizes of GI pipes and Specials requied The Galvanised mild steel tubes continuously welded Electrilc Resistance Welded (ERW), High Frequency Induction Welded (HFIW), Hot Furnaced welded (HFN) types screwed in both ends, conforming to IS 554/85 for pipes threading, socketted on one end and the other end protected with plastic thread protector, in random length of 4 to 7m GI pipes conforming to IS 1239/Part-I 1990 and as amended from time to time and bearing ISI Mark. The cost of pipes should include loading, freight, transit , insurance, incidental charges, packing taxes and transportation charges to stock yard in good condition etc., complete (the cost excluding unloading from lorries at stock yard and stacking which will be paid separately) and as directed by the TWAD Board Officers. 65 mm GI pipe (medium) 12 M
123 123 Earth work excavation and depositng on bank within an initial lead of 10 m and initial lift 0 to 2 m in Hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for laying pipeline in respect of following size of pipe with standard trench width and required depth including shoring, struting, balling out water wherever necessary and all other incidental works such as barricading, providing danger lights, labour for watch and ward,as oer standard specifications and as directed by the TWAD Board officers. 75 MM PVC 6KSC PIPE 2370 M
124 124 Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by the TWAD Board Officers. 75 MM PVC 6KSC PIPE 2370 M
125 125 Refilling with excavated earth (other than sand) in respect of following sizes of pipes watered well rammed and consolidated etc. complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the TWAD Board Officers. 75 MM PVC 6KSC PIPE 2370 M
126 126 Testing of P.V.C/ HDPE/ D.I Pipes with hydraulic testing equipment by filling with water (Including cost of water @ Rs.60/KL) and testing to recommended pressure inconvenient stetches and attending the bursts if any occurred during the test, excluding the cost of pipes,including other incidential and operational charges etc., complete for the following diameter of pipes as per standard specifications and as directed by the TWAD Board officers. 75 MM PVC 6KSC PIPE 2370 M
127 127 7.House Service Connection for Edayapalayam Habitation H/O Edayapalayam (693 Nos)
128 128 Providing suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet Suiting for ½” , 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around shall as detailed in a drawing furnished. (20mm) 693 Each
129 129 Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK ( 20mm) 693 Each
130 130 Poly propylene 90 Degree Compression elbow with compression joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK (\n20mm) 2079 Each
131 131 U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS\n6920 in WRC-NSF LTD, UK,size : 20mm ODx1/2"ID 693 Each
132 132 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 (20mm) . 1386 Each
133 133 MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 3465 m
134 134 Supply and fixing Flow control Valve with stainless steel\nbody and ball 693 Each
135 135 Labour for jointing (Fitter 1 Grade) 693 Each
136 136 Supply and fixing of 32mm Pvc regid pipes 1.8mm thick for encasing in open drains for encasing in open drains 415.8 Each
137 137 Supply and fixing of Ms clamps,for fixing MDPE pipe in verical,Horizontal in open laying etc,testing the HSC fixing of water meter etc and as directed by TWAD board officers 693 Each
138 138 Labour for cutting open BT/CC roads 693 Each
139 139 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) 1 Nos
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