Public Health Engineering Department-PHED has published Design, Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village – 1. Golpura, 2. Piprimaan, 3. Chirakhan, 4. Kalwani, 5. Ajandiman Block Manawar Distt. Dhar Based On Tubewell/Dugwell Including Installation Of Electri. Submission Date for this Tender is 06-02-2021. Pipe Laying Tenders in Manawar Madhya Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Design, Construction and Retrofitting of Piped Water Supply Scheme under Jal Jeevan Mission at Village – 1. Golpura, 2. Piprimaan, 3. Chirakhan, 4. Kalwani, 5. Ajandiman Block Manawar Distt. Dhar based on Tubewell/Dugwell including installation of electric submersible/centrifugal water motor pumps, Fabrication, supply & erection of 5m high mild steel staging structure including foundation and 2x5 KL polyethylene tank, pump houses, laying and jointing of rising main, distribution pipe line system, household tap connections, electric power connections at Tubewells/Sumpwells etc including cost of all material and labour with testing commissioning thereafter 90 Days of successful Trial Run of entire scheme. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | USOR. Item.no.16.15.1-P.no.209\nDemolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per ection of engineer-in- charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001113 | 170 | cum |
2 | 2 | USOR. Item.no. 16.4 -P.no.207 \nEarth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. All kind of soil | BI01010001010000000000000515BI0100001114 | 5171 | cum |
3 | 3 | USOR. Item.no.16.6(a)-P.no.208\nEarth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. | BI01010001010000000000000515BI0100001115 | 1854 | cum |
4 | 4 | USOR. Item.no.16.23a.-P.no. 210\nProviding & laying mechanically mixed cement concrete\n20mm nominal size graded crushed stone excluding cost of centering & shuttering. (a) in plinth & foundation | BI01010001010000000000000515BI0100001124 | ||
5 | 5 | 1:2:4 (M-15) | BI01010001010000000000000515BI0100001117 | 123 | cum |
6 | 6 | 1:11/2:3 (M-20 ) | BI01010001010000000000000515BI0100001118 | 49 | cum |
7 | 7 | USOR. Item.no. 16.21 -P.no 210\nCutting of Bituminous road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening and labour required including compaction inlayer by appropriate methods. | BI01010001010000000000000515BI0100001119 | 28 | cum |
8 | 8 | USOR. Item.no. 16.10b -P.no 208\nFilling available excavated earth in trenches, lead up to 50m and lift upto 1.5 m in all kind of soil excluding watering and ramming. | BI01010001010000000000000515BI0100001120 | 6594.83 | cum |
9 | 9 | Second Addendum of USOR. Item.no.17.45/ P. no. 7\nConstruction of Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm with | BI01010001010000000000000515BI0100001124 | ||
10 | 10 | Second Addendum of USOR. Item.no.17.45.1\n(i) M-20 RCC chamber cover size 150 cmx120 cmx12 cm including cost of materials, labour etc. complete. | BI01010001010000000000000515BI0100001122 | 41 | Each |
11 | 11 | USOR.Item.no.17.20 P.no. 229\nProvision for jointing of Rising main to sump well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001123 | 10 | Job |
12 | 12 | USOR item no. 17.18/pg. No. 228\nSupply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification. | BI01010001010000000000000515BI0100001113 | 2 | Nos |
13 | 13 | Second Addendum of USOR item no. 26.4 /18\nDesign and Construction of RCC framed structure brick masonry pump house on the suitable foundation with all necessary fitting as mentioned in relevant chapter of USOR IS codes and departmental guidelines. complete turn key job. | BI01010001010000000000000515BI0100001114 | 1 | Nos |
14 | 14 | Second Addendum of USOR. Item.no.26.6-P.no. 20\nFabrication, supply & erection of 5m high mild steel staging structure including foundation and 2x5 KL polyethylene tank with inlet, outlet and over flow pipe fittings complete Item of Work as per details given in the relevant chapter of USOR, enclosed drawings and relevant IS codes and direction of Enginee-in-Charge. The approximate weight of the MS staging structure excluding tank, GI pipe and GI pipe fitting is 2050 kg. Complete turnkey job. | BI01010001010000000000000515BI0100001115 | 2 | Nos |
15 | 15 | USOR item no. 24.20.113.(i)/268\nSupplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable. (i) 3.0 H.P. Head Mt.15-24, Discharge LPM 615-195 | BI01010001010000000000000515BI0100001116 | 16 | Set |
16 | 16 | USOR item no. 24.20.113.(ii)/268\nSupplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable. (i) 5.0 H.P. Head Mt.15-24, Discharge LPM 930-420 | BI01010001010000000000000515BI0100001117 | 2 | Set |
17 | 17 | Second Addendum of USOR. Item.no.17.38.1-P.no.3\nProviding laying and jointing of following galvanized Iron (MS) Pipes medium & heavy seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete, Pipes and sockets conforming to IS- 1239/2011 Part- II 50mm dia, class medium with heavy duty seamless sockets. \n | BI01010001010000000000000515BI0100001118 | 494 | Mtr |
18 | 18 | USOR item no. 24.20.107(ii) /pg. No. 267\nSupplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. \n(ii) 4.0 Sq.mm.multi strand | BI01010001010000000000000515BI0100001119 | 530 | Mtr |
19 | 19 | USOR item no. 24.20.108 /pg. No. 267\nSupplying and laying of approved Make Nylon rope 12mm thick complete with binding for support of pump and motor | BI01010001010000000000000515BI0100001120 | 60 | Mtr |
20 | 20 | USOR item no. 9.1/122\nProviding, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) | BI01010001010000000000000515BI0100001124 | ||
21 | 21 | (i) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001122 | 10150 | Rm |
22 | 22 | (ii) 90 mm dia 8kg/cm2 | BI01010001010000000000000515BI0100001123 | 800 | Rm |
23 | 23 | (iii) 90 mm dia 10kg/cm2 | BI01010001010000000000000515BI0100001113 | 800 | Rm |
24 | 24 | (iv) 75 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001114 | 2200 | Rm |
25 | 25 | USOR item no. 9.2/122 \nProviding and laying including testing Bend 90° confirming to IS specifications. | BI01010001010000000000000515BI0100001124 | ||
26 | 26 | (i) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001116 | 28 | Each |
27 | 27 | (ii) 90 mm dia 8kg/cm2 | BI01010001010000000000000515BI0100001117 | 4 | Each |
28 | 28 | (iii) 90 mm dia 10kg/cm2 | BI01010001010000000000000515BI0100001120 | 4 | Each |
29 | 29 | (iv) 75 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001121 | 6 | Each |
30 | 30 | USOR item no. 9.3/123\nProviding and laying including testing Bend 45° confirming to IS specification. | BI01010001010000000000000515BI0100001124 | ||
31 | 31 | (i) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001123 | 16 | Each |
32 | 32 | (ii) 90 mm dia 8kg/cm2 | BI01010001010000000000000515BI0100001113 | 6 | Each |
33 | 33 | (iii) 90 mm dia 10kg/cm2 | BI01010001010000000000000515BI0100001114 | 2 | Each |
34 | 34 | (iv) 75 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001115 | 6 | Each |
35 | 35 | USOR item no. 9.4/123\nProviding and laying including testing Equal Tee confirming to IS specification | BI01010001010000000000000515BI0100001124 | ||
36 | 36 | (i) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001117 | 28 | Each |
37 | 37 | (ii) 90 mm dia 8kg/cm2 | BI01010001010000000000000515BI0100001120 | 2 | Each |
38 | 38 | (iii) 90 mm dia 10kg/cm2 | BI01010001010000000000000515BI0100001121 | 5 | Each |
39 | 39 | (iv) 75 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001122 | 6 | Each |
40 | 40 | USOR item no. 9.6/124\nProviding and laying including testing Reducer: confirming to IS specifications. | BI01010001010000000000000515BI0100001124 | ||
41 | 41 | (i) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001113 | 10 | Each |
42 | 42 | (ii) 90 mm dia 8kg/cm2 | BI01010001010000000000000515BI0100001114 | 2 | Each |
43 | 43 | (iii) 90 mm dia 10kg/cm2 | BI01010001010000000000000515BI0100001115 | 4 | Each |
44 | 44 | (iv) 75 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001116 | 6 | Each |
45 | 45 | USOR item no. 9.5/123\nProviding and laying including testing Pipe end confirming to IS specification. | BI01010001010000000000000515BI0100001124 | ||
46 | 46 | (i) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001118 | 12 | Each |
47 | 47 | USOR item no. 9.14/129\nProviding & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion Coupler | BI01010001010000000000000515BI0100001124 | ||
48 | 48 | (i) 90 mm dia | BI01010001010000000000000515BI0100001120 | 15 | Each |
49 | 49 | USOR item no. 9.7/124\nProviding butt fusion welded joint/joining by heating to the ends\nwith the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to HDPE Pipe and specials. (6 kg. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm mechanical jointed) including testing | BI01010001010000000000000515BI0100001124 | ||
50 | 50 | (i) 75 mm dia | BI01010001010000000000000515BI0100001122 | 20 | Each |
51 | 51 | (ii) 90 mm dia | BI01010001010000000000000515BI0100001123 | 60 | Each |
52 | 52 | USOR. Item.no.9.8/124\nProviding and laying including testing End Cap confirming to IS specifications. | BI01010001010000000000000515BI0100001124 | ||
53 | 53 | (i) 90 mm dia 8kg/cm2 | BI01010001010000000000000515BI0100001114 | 2 | Each |
54 | 54 | (ii) 90 mm dia 10kg/cm2 | BI01010001010000000000000515BI0100001115 | 10 | Each |
55 | 55 | (iii) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001116 | 21 | Each |
56 | 56 | (iv) 75 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001117 | 12 | Each |
57 | 57 | USOR. Item.no.8.1/111\nProviding & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete | BI01010001010000000000000515BI0100001124 | ||
58 | 58 | (i) 80 mm dia PN-1.0 | BI01010001010000000000000515BI0100001119 | 28 | Each |
59 | 59 | (ii) 80 mm dia PN-1.6 | BI01010001010000000000000515BI0100001120 | 15 | Each |
60 | 60 | (iii) 100 mm dia PN-1.0 | BI01010001010000000000000515BI0100001121 | 4 | Each |
61 | 61 | USOR item no. 16.3/207\nInstallation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer) | BI01010001010000000000000515BI0100001124 | ||
62 | 62 | (i) HDPE pipe of any class-90 mm outer dia | BI01010001010000000000000515BI0100001123 | 50 | mtr |
63 | 63 | (ii) HDPE pipe of any class-110 mm outer dia | BI01010001010000000000000515BI0100001113 | 50 | mtr |
64 | 64 | PHE SOR item no. 8.4 (a)/pg.no. 113\nProviding & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS :5312 (Part I) Class P.N. 1.0 - | BI01010001010000000000000515BI0100001124 | ||
65 | 65 | (i) 80 mm dia Class P.N. 1.0 | BI01010001010000000000000515BI0100001115 | 21 | Each |
66 | 66 | (ii) 50 mm dia Class P.N. 1.0 | BI01010001010000000000000515BI0100001116 | 11 | Each |
67 | 67 | USOR. Item.no.3.11 -P.no. 36\nProviding and laying in position following cast iron flanged spigot (tail piece) | BI01010001010000000000000515BI0100001124 | ||
68 | 68 | (i) 80 mm dia Medium Class | BI01010001010000000000000515BI0100001118 | 38 | Each |
69 | 69 | (ii) 100 mm dia Medium Class | BI01010001010000000000000515BI0100001119 | 16 | Each |
70 | 70 | USOR. Item.no.8.10/ P. no. 115\nProviding & fixing following cast iron single acting air valves, large orifice with screwed end as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991 | BI01010001010000000000000515BI0100001124 | ||
71 | 71 | (i) 50 mm dia Class P.N. 1.0 | BI01010001010000000000000515BI0100001121 | 21 | Each |
72 | 72 | (schedule reference C-1.2 of MPMKVVCL issued by Additional Chief Engineer (works) Office of Managing Director (WZ) \n1 KM of 11 KV Line on PCC Pole Using Rabbit Conductor Max Span 70 Mtrs in Rural Area | BI01010001010000000000000515BI0100001122 | 1.1 | Km |
73 | 73 | (schedule reference C-5.2 of MPMKVVCL issued by Additional Chief Engineer (works) Office of Managing Director (WZ) \n11 KV Tapping D.P. Structure On PCC Poles | BI01010001010000000000000515BI0100001123 | 2 | Each |
74 | 74 | (schedule reference E-1.1 of MPMKVVCL issued by Additional Chief Engineer (works) Office of Managing Director (WZ) \n11/0.4 KV 25 KVA Out Door Sub-Station (On PCC Pole) | BI01010001010000000000000515BI0100001113 | 2 | Each |
75 | 75 | Second Addendum of USOR. Item.no.17.41-P.no. 4\nProviding and making consumer service connection (functional) House hold Taps connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer). construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. \n | BI01010001010000000000000515BI0100001124 | ||
76 | 76 | (i) For connection with 20 mm dia. MDPE Pipe upto 5 mtr. and concrete road crossing is necessary \nSecond Addendum of USOR. Item.no.17.41.1-P.no. 4 | BI01010001010000000000000515BI0100001115 | 218 | Each |
77 | 77 | (ii) For connection with 20 mm dia. MDPE Pipe more than 5 meter & upto 10 meter and concrete road crossing is necessary.\nSecond Addendum of USOR. Item.no.17.41.2-P.no. 4 | BI01010001010000000000000515BI0100001116 | 90 | Each |
78 | 78 | (iii) For connection with 20 mm dia MDPE pipe upto 5 meter and road crossing is not requied. (Distribution pipe line is on the same side of house) Second Addendum of USOR. Item.no.17.41.3-P.no. 5 | BI01010001010000000000000515BI0100001117 | 653 | Each |
79 | 79 | C.E. Letter No. 160 date 25.07.2020\nSupply, delivery, erection and commissioning of the following capacity of micro processor based water disinfection equipment using silver ionization process based on oligodynamic technology, suitable to provide direcly to pumping main, or to sump or to overhead tank, with by- pass arrangments, controlling valves, micro processor based control pannel, in-built transformer, relay miniature circuit breaker, tool kits, spares etc. The water chambers are made of corrosion free stainlesss steel confirm to SS 304 investment casting, capable to withstand a pressure of 10 Ksc with inbuilt electrodes mounted on powder coated mild steel cabinet of 20g thicknesss with universal lock and key for safety. The control panel should have pump active indication to show that the water is flowing inside the chamber, electrode OK indication to show that the electrode is working, Electrode high indication to show that electrode is clogged and electrode low indication to show that electrode is nearing completion, for easy maintenance of the equipment. The silver ions produced by the electrode is totally non toxic at the dosed levels, as permitted by BIS standard and the residual effect of the disinfectant is long lasting for more than 2 days. The equipment is powered by a single phase 220V/50 Hz power supply and provided with an on site disinfectant analysing kit with consumables to do a minimum of 10 tests. The efficiency of the equipment must consumables to do a minimum of 10 tests. The efficiency of the equipment must be proved by the reputed laboratories like NEERI, Nagpur, ITRC, Luknow. | BI01010001010000000000000515BI0100001124 | ||
80 | 80 | Capacity 15000 LPH | BI01010001010000000000000515BI0100001119 | 5 | Each |
81 | 81 | USOR. Item.no.16.25(a)-P.no.211\nProviding and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage. | BI01010001010000000000000515BI0100001120 | 4575.85 | Kg |
82 | 82 | USOR. Item.no.16.30(i)-P.no.214\nProviding & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:Foundation , footing, bases of columns ,etc for mass concrete | BI01010001010000000000000515BI0100001121 | 315 | Sqm |
83 | 83 | USOR. Item.no.16.30(iv)-P.no.214\nLintels, beams , plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001122 | 55 | Sqm |
84 | 84 | USOR. Item.no.16.30(v)-P.no.214\nColumns, pillars, piers, Abutments, posts and Struts | BI01010001010000000000000515BI0100001123 | 236.2 | Sqm |
85 | 85 | Brick work with open Bhatta bricks having crushing\nstrength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. In Cement Mortar 1:6\nUSOR. Item.no.16.28(f)iv-P.no.213 | BI01010001010000000000000515BI0100001113 | 73.5 | Cum |
86 | 86 | USOR. Item.no.16.29 (a) iv-P.no.214\n12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6(Cement 1: Sand 6) | BI01010001010000000000000515BI0100001114 | 1091.5 | Sqm |
87 | 87 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/ plinth (20mm graded metal) 1:1.5:3 (M-20)\nUSOR. Item.no.16.24(a)(i)-P.no.211 | BI01010001010000000000000515BI0100001115 | 64.78 | Cum |
88 | 88 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & Foundation 1:3:6 (M-10)\nUSOR. Item.no.16.23a(i) Page No. 210\n\n | BI01010001010000000000000515BI0100001116 | 11 | Cum |
89 | 89 | USOR. Item.no.16.42(i)-P.no.216\nFinishing walls with Acrylic Smooth exterior paint of required shade :New work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm) | BI01010001010000000000000515BI0100001117 | 1111 | Sqm |
90 | 90 | USOR. Item.no.16.25c-P.no.211\nStructural steel work riveted, bolted or welded in builtup section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001118 | 750 | Kg |
91 | 91 | USOR. Item.no.16.43 (i)-P.no.216\nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade :( two or more coats ) on New work | BI01010001010000000000000515BI0100001119 | 22.5 | Sqm |
92 | 92 | Second Addendum of USOR item no. 17.47/7\nFabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below - 1. Three vertical support made out from 100 mm x 50 mm , 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erracted on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4. 2.The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle.3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation, concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge. | BI01010001010000000000000515BI0100001120 | 5 | Job |
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