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