}

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, Manawar-Madhya Pradesh

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.




Tender Notice

26695978
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
Open Tender
Indian
Madhya Pradesh
Manawar
06-02-2021

Tender Details

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.

Key Value

Document Fees
INR 12500 /-
EMD
INR 127060.0 /-
Tender Value
INR 1.27 Crore /-

BOQ Items

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.
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
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail