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Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village Girwaniya Block Kukshi District Dhar, Kukshi-Madhya Pradesh

Public Health Engineering Department-PHED has published Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village Girwaniya Block Kukshi District Dhar. Submission Date for this Tender is 02-02-2021. Over Head Tank Tenders in Kukshi Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26620138
Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village Girwaniya Block Kukshi District Dhar
Open Tender
Indian
Madhya Pradesh
Kukshi
02-02-2021

Tender Details

Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village Girwaniya Block Kukshi District Dhar

Key Value

Document Fees
INR 15000 /-
EMD
INR 220580.0 /-
Tender Value
INR 2.20 Crore /-

BOQ Items

Name of Work:Design, Construction and Retrofitting of Piped Water Supply Scheme under Jal Jeevan Mission at Village Girwaniya Block Kukshi District Dhar based on Tube wells including installation of electric submersible/centrifugal water motor pumps, Construction of 01 Nos. R.C.C. Overhead tanks (200/12 staging), 01 Nos. sumpwells (30KL), pump houses, laying and jointing of rising main, distribution pipe line system, household tap connections, electric power connections at Tube wells/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 Demolishing 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) \nUSOR. Item.no.16.15.1-P.no.209 BI01010001010000000000000515BI0100001113 373.5 Cum
2 2 Earth 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 \nUSOR. Item.no. 16.4 -P.no.207 BI01010001010000000000000515BI0100001114 9064 Cum
3 3 Earth 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. \nUSOR. Item.no.16.6(a)-P.no.208 BI01010001010000000000000515BI0100001124 4516.2 Cum
4 4 Providing, 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)\nUSOR.Item.no. 9.1 - P.no.122 BI01010001010000000000000515BI0100001124
5 5 90 mm dia HDPE 6 Kg/cm² BI01010001010000000000000515BI0100001115 18100 Mtr.
6 6 110 mm dia HDPE 6 Kg/cm² BI01010001010000000000000515BI0100001124 1600 Mtr.
7 7 160 mm dia HDPE 6 Kg/cm² BI01010001010000000000000515BI0100001124 200 Mtr.
8 8 Providing and Suppling of HDPE pipes in 300/500/600 mtr. Coils or in lengths, Grade PE 100, confirming to IS 4984-2016 at store or at site.\nFirst Addendum of USOR. Item.no.9.15 BI01010001010000000000000515BI0100001120
9 9 50 mm dia 6 Kg/sqcm BI01010001010000000000000515BI0100001124 1200 Mtr.
10 10 Providing and laying including testing Bend 90° confirming to IS specifications. USOR item no. 9.2/122 BI01010001010000000000000515BI0100001120
11 11 90 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001124 38 Each
12 12 110 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001124 32 Each
13 13 160 mm dia 6 Kg/cm² BI01010001010000000000000515BI0100001124 2 Each
14 14 Providing and laying including testing Bend 45° confirming to IS specification. USOR item no. 9.3/123 BI01010001010000000000000515BI0100001120
15 15 90 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001124 34 Each
16 16 110 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001120 26 Each
17 17 160 mm dia 6 Kg/cm² BI01010001010000000000000515BI0100001124 2 Each
18 18 Providing and laying including testing Equal Tee confirming to IS specification USOR item no. 9.4/123 BI01010001010000000000000515BI0100001120
19 19 90 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001125 58 Each
20 20 110 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001114 24 Each
21 21 160 mm dia 6 Kg/cm² BI01010001010000000000000515BI0100001125 2 Each
22 22 Providing and laying including testing Pipe end confirming to IS specification. USOR item no. 9.5/123 BI01010001010000000000000515BI0100001120
23 23 90 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001125 64 Each
24 24 110 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001118 34 Each
25 25 160 mm dia 6 Kg/cm² BI01010001010000000000000515BI0100001119 2 Each
26 26 Providing and laying including testing Reducer: confirming to IS specifications. USOR item no. 9.6/124 BI01010001010000000000000515BI0100001124
27 27 90 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001124 54 Each
28 28 110 mm - 6 Kg / cm² BI01010001010000000000000515BI0100001124 26 Each
29 29 160 mm dia 6 Kg/cm² BI01010001010000000000000515BI0100001124 2 Each
30 30 Providing & 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. \nUSOR Item.no.9.14 -P.no.129 BI01010001010000000000000515BI0100001124
31 31 Electro Fusion Coupler BI01010001010000000000000515BI0100001124
32 32 90mm Dia.\nUSOR Item.no.9.14.1.8 -P.no.129 BI01010001010000000000000515BI0100001127 112 Each
33 33 110mmDia.\nUSOR Item.no.9.14.1.9 -P.no.129 BI01010001010000000000000515BI0100001124 40 Each
34 34 160mm Dia.\nUSOR Item.no.9.14.1.12 -P.no.129 BI01010001010000000000000515BI0100001124 5 Each
35 35 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85\nUSOR Item.no.4.1 -P.no.51 BI01010001010000000000000515BI0100001124
36 36 100mm dia BI01010001010000000000000515BI0100001124 1490 Mtr.
37 37 Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS- 9523/2000 having dimension as per table 23 of IS-9523/2000 in the following nominal diameter/sizes with external bitumencoating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000.\nUSOR.Item.no.4.7 -P.no.54 BI01010001010000000000000515BI0100001124
38 38 100mm dia BI01010001010000000000000515BI0100001124 4 Each
39 39 Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000.\nUSOR.Item.no.4.9 -P.no.55 BI01010001010000000000000515BI0100001124
40 40 100mm dia BI01010001010000000000000515BI0100001118 4 Each
41 41 Providing and Laying Ductile Iron Double Socket 90° Bends conforming to IS- 9523/2000 having dimension as per table 15 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.USOR.Item.no.4.13 -P.no.57 BI01010001010000000000000515BI0100001124
42 42 100mm dia BI01010001010000000000000515BI0100001124 16 Each
43 43 Providing and Laying Ductile Iron Double Socket 45° Bends conforming to IS- 9523/2000 having dimension as per table 16 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. USOR.Item.no.4.15 -P.no.58 BI01010001010000000000000515BI0100001124
44 44 100mm dia BI01010001010000000000000515BI0100001122 12 Each
45 45 Providing and Laying Ductile Iron Double Socket 22.5° Bends conforming to IS- 9523/2000 having dimension as per table 17 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.USOR.Item.no.4.17 -P.no. 59 BI01010001010000000000000515BI0100001124
46 46 100mm dia BI01010001010000000000000515BI0100001125 14 Each
47 47 Providing and Laying Ductile Iron Double Socket 11.25° Bends conforming to IS- 9523/2000 having dimension as per table 17 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.USOR.Item.no.4.19 -P.no. 60 BI01010001010000000000000515BI0100001124
48 48 100mm dia BI01010001010000000000000515BI0100001118 14 Each
49 49 Providing and Laying Ductile Iron All socket Tees conforming to IS-9523/2000 having dimension as per table 21 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS- 9523/2000. USOR.Item.no.4.21 -P.no.61 BI01010001010000000000000515BI0100001121
50 50 100mm X 100 mm BI01010001010000000000000515BI0100001124 3 Each
51 51 Providing & laying D.I.iron double socket branch flange Tee conforming to IS-9523/2000 having dimension as per table 21 of IS -9523/2000 in the following nominal diameter/sizes with external bitumen coating & internal cement mortar lining with finishing as per clause 13 of conforming to IS 9523/2000). \nUSOR.Item.no.4.23 -P.no.62 BI01010001010000000000000515BI0100001124
52 52 100 mm X 100 mm BI01010001010000000000000515BI0100001118 3 Each
53 53 100 mm X 80 mm BI01010001010000000000000515BI0100001126 3 Each
54 54 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS- 9523/2000 having dimension as per table 21 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS- 9523/2000. \nUSOR.Item.no.4.25 -P.no.64 BI01010001010000000000000515BI0100001124
55 55 100 mm X 80 mm BI01010001010000000000000515BI0100001128 2 Each
56 56 Providing & 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 completeg & testing but without cost of jointing material. \nUSOR. Item.no.8.1 -P.no 111 BI01010001010000000000000515BI0100001124
57 57 80 mm dia (PN-1.6) BI01010001010000000000000515BI0100001113 68 Each
58 58 100 mm dia (PN - 1.6 ) BI01010001010000000000000515BI0100001114 28 Each
59 59 150 mm dia (PN - 1.6 ) BI01010001010000000000000515BI0100001128 2 Each
60 60 Providing & 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 USOR. Item.no.8.10 -P.no 115 BI01010001010000000000000515BI0100001124
61 61 50 mm dia (Class PN-1.6) BI01010001010000000000000515BI0100001128 2 Each
62 62 Providing & 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).USOR. Item.no.8.4a -P.no 113 BI01010001010000000000000515BI0100001124
63 63 80 mm dia (PN-1.0) BI01010001010000000000000515BI0100001124 3 Each
64 64 Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.\nUSOR. Item.no. 16.10b -P.no 208 BI01010001010000000000000515BI0100001120 13427.3 Cum
65 65 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) \nUSOR. Item.no.16.24(a) (i) -P.no. 211 BI01010001010000000000000515BI0100001124
66 66 1:1.5:3 (M-20) BI01010001010000000000000515BI0100001128 382.16 Cum
67 67 Construction 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 \n(i) M-20 RCC chamber cover size 150 cmx120 cmx12 cm including cost of materials, labour etc. complete.\nSecond Addendum of USOR. Item.no.17.45.1/7 BI01010001010000000000000515BI0100001128 104 No
68 68 Supply & errection of ready made mini pump house (control pannel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 600mm above ground level for clearance suitable for fixing of conrol pannel, fuse unit, main switch etc. as per aproved specification.\nUSOR.Item.no.17.18 P.no. 228 BI01010001010000000000000515BI0100001124 3 Each
69 69 Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge. USOR.Item.no.17.19 P.no. 228 BI01010001010000000000000515BI0100001114 3 Job
70 70 Provision 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.USOR.Item.no.17.20 P.no. 229 BI01010001010000000000000515BI0100001127
71 71 B- DI rising main jointing to sumpwell and sumpwell to OHT rising main BI01010001010000000000000515BI0100001128 1 Job
72 72 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 BI01010001010000000000000515BI0100001127
73 73 (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 BI01010001010000000000000515BI0100001113 492 Job
74 74 (ii) 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 BI01010001010000000000000515BI0100001124 738 Job
75 75 Providing 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. \nSecond Addendum of USOR. Item.no.17.38.1-P.no.3 BI01010001010000000000000515BI0100001128 870 R Mtr
76 76 Providing laying and jointing of following galvanised Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes,specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part-II 80 mm dia M Class USOR. Item.no.6.1 -P.no 87 BI01010001010000000000000515BI0100001116 800 R Mtr
77 77 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\nSecond Addendum of USOR item no. 26.1/14 BI01010001010000000000000515BI0100001127
78 78 200 KL Capacity RCC OHT with 12 Mtr. Staging. \nSecond Addendum of USOR item no. 26.1.7/14 BI01010001010000000000000515BI0100001128 1 Job
79 79 Design,drawing ,construction,testing and commissioning of GSR/Sumwell of following capacitiees with all necessary fitting and accessories as mentioned in the relevant chapter of USOR,IS codes and departmental circulars.Comlete turn key job for following capacities :- Second Addendum of USOR item no. 26.2/17 BI01010001010000000000000515BI0100001127
80 80 30 Kilo Litres \nSecond Addendum of USOR item no. 26.2.2/17 BI01010001010000000000000515BI0100001124 3 Job
81 81 Design and Construction of RCC framed brick masonry pump house over the sump provided the internal dia of the proposed sump is not more than 3.5m with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. This item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell. \nSecond Addendum of USOR item no. 26.3 /18 BI01010001010000000000000515BI0100001124 3 Job
82 82 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. BI01010001010000000000000515BI0100001122
83 83 Flow rate up to 15000 LpH BI01010001010000000000000515BI0100001113 1 Each
84 84 (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 BI01010001010000000000000515BI0100001113 0.55 Km
85 85 (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 BI01010001010000000000000515BI0100001126 3 Each
86 86 (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) BI01010001010000000000000515BI0100001114 3 Each
87 87 Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable. \nUSOR Item.no. 24.20.106(vii) P.N. 267 BI01010001010000000000000515BI0100001124
88 88 7.5 H.P.with 15 stages, Head Mt. 138-60 Discharge LPM 60-270.\n BI01010001010000000000000515BI0100001114 3 No.
89 89 Supplying & 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.\nUSOR Item.no. 24.20.113(ii) P.N. 268 BI01010001010000000000000515BI0100001124
90 90 5.0 H.P. Head Mt.15-24, Discharge LPM 930-420 BI01010001010000000000000515BI0100001124 6 No.
91 91 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. \nUSOR Item.no. 24.20.107(iii) P.N. 267\n BI01010001010000000000000515BI0100001124
92 92 6.0 Sq.mm.multi strand. BI01010001010000000000000515BI0100001124 780 Mtr.
93 93 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. \nUSOR. Item.no.16.25(a)-P.no.211\n BI01010001010000000000000515BI0100001121 741.03 Kg
94 94 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for USOR item no. 16.30/214 BI01010001010000000000000515BI0100001124
95 95 Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth leveL. USOR. Item.no.16.30 (ii) -P.no.214 BI01010001010000000000000515BI0100001113 44.8 Sqm
96 96 Lintels, beams, girders, bressumers and cantilevers. - Coping sides.USOR. Item.no.16.30 (iv) -P.no.214 BI01010001010000000000000515BI0100001113 10.6 Sqm
97 97 Foundations, footings, bases of columns, etc. for concrete up to plinth level. USOR. Item.no.16.30 (i) -P.no.214\n BI01010001010000000000000515BI0100001124 12 Sqm
98 98 Columns, Pillars, Piers, Abutments, Posts and Struts.\nUSOR. Item.no.16.30 (vi) -P.no.214 BI01010001010000000000000515BI0100001114 37.6 Sqm
99 99 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & Foundation\nUSOR. Item.no.16.23a(i) Page No. 210 BI01010001010000000000000515BI0100001124
100 100 1:3:6 (M-10) BI01010001010000000000000515BI0100001116 2 Cum
101 101 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In walls and superstructure up to 4 mt. height above plinth (with 20mm nominal graded metal) USOR. Item.no.16.23b(ii) Page No. 211 BI01010001010000000000000515BI0100001124
102 102 1:11/2:3 (M-20 ) BI01010001010000000000000515BI0100001128 1.06 Cum
103 103 Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete.\nUSOR. Item.no.16.28 (a)(iv)-P.no.212\n BI01010001010000000000000515BI0100001124
104 104 In Cement Mortar 1:6 BI01010001010000000000000515BI0100001124 14.31 Cum
105 105 12mm thick cement plaster in single coat including finishing even, smooth and curing complete.\nUSOR. Item.no.16.29(a)iv -P.no.214\n BI01010001010000000000000515BI0100001124
106 106 In 1:6 (cement 1 : sand 6) BI01010001010000000000000515BI0100001122 210.9 Sqm
107 107 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). \nUSOR. Item.no.16.42(i) -P.no.216 BI01010001010000000000000515BI0100001128 55.5 Sqm
108 108 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting fixing in position and applying a priming coat of approved steel primer all complete. \nUSOR. Item.no. 16.25 (b) -P.no 211 BI01010001010000000000000515BI0100001116 250 Kg
109 109 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade ( two or more coats ) on New work \nUSOR. Item.no.16.43 (i) -P.no 216 BI01010001010000000000000515BI0100001117 28.6 Sqm
110 110 Supply & Filling moorum for pipe bedding or over the pipe ( including supply of moorum) \nUSOR. Item.no. 16.11(a) -P.no 208 BI01010001010000000000000515BI0100001128 67.5 Cum
111 111 Fabrication, 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. \nSecond Addendum of USOR. Item.no.26.6/20 BI01010001010000000000000515BI0100001113 3 Job
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