Retrofitting Of Pwss Design And Construction Of Retrofitting Scheme Under Jal Jeevan Mission Of Single Village Khedibujurg Block- Gandhwani Distt . - Dhar ( M . P . ) , Based On Tubewell Including Installation Of Electric Submersible Water Motor Pu
Tender Value
1 Crore
Estimated cost
Bid Submission
21 Aug 2020
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
12500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sardarpur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Pwss Design And Construction Of Retrofitting Scheme Under Jal Jeevan Mission Of Single Village Khedibujurg Block- Gandhwani Distt . - Dhar ( M . P . ) , Based On Tubewell Including Installation Of Electric Submersible Water Motor Pump , Construction Of 25 Kl
BOQ
| Name of Work: Design and Construction of Retrofitting Scheme Under Jal Jeevan Mission of Single Village – Khedibujurg Block- Gandhwani Distt.- Dhar (M.P.), based on Tubewell including installation of electric submersible water motor pump, construction of 25 KL R.C.C Sump well , construction of 150 KL R.C.C. OHT 15 Mtr. staging, laying & jointing of rising main, feeder main and distribution pipe line system, household tap connections, construction of pump house and 11 Kv electric power line Extension connections including cost of all material & labour with 90 days successful trial run of entire scheme. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | 1 | 250 | cum |
| 2 | 2 | Earth work in excavation by mechanical means\n(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. USOR.Item.no. 16.6(a) -P.no. 208 | 2 | 250 | cum |
| 3 | 3 | 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 | 3 | ||
| 4 | 4 | 100 mm dia | 4 | 1000 | RM |
| 5 | 5 | Providing and Laying including testing 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 | 5 | ||
| 6 | 6 | 100 mm dia | 6 | 5 | no. |
| 7 | 7 | Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS- 9523/2000 having dimension as per table 16 of IS-\n9523/2000 in the following nominal diameter/sizes\nwith external bitumen coating and internal cement\nmortar lining1.USOR.Item.no.4.15 -P.no.58 | 7 | ||
| 8 | 8 | 100 mm dia | 8 | 3 | no. |
| 9 | 9 | Providing and Laying including testing 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 | 9 | ||
| 10 | 10 | 100 mm dia | 10 | 2 | no. |
| 11 | 11 | Providing and Laying including testing 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-\n9523/2000.USOR.Item.no. 4.21 -P.no.61 | 11 | ||
| 12 | 12 | 100 mm x 100 mm | 12 | 2 | no. |
| 13 | 13 | 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 complete \nUSOR item no. 8.1 pg. 111 | 13 | ||
| 14 | 14 | 100 mm dia Class PN-1.0 | 14 | 3 | no. |
| 15 | 15 | 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) \nUSOR.Item.no.8.4a -P.no.113 | 15 | ||
| 16 | 16 | 100 mm dia Class P.N.-1.0 | 16 | 3 | no. |
| 17 | 17 | Providing and laying in position\nincluding testing following cast\niron flanged spigot (tail piece)\n USOR. 3.11 -P.no. 36 | 17 | ||
| 18 | 18 | 100 mm dia Medium class | 18 | 2 | no. |
| 19 | 19 | Providing & fixing following cast iron single air valves, small 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 \nUSOR. Item.no.8.8 -P.no 114 | 19 | ||
| 20 | 20 | 25mm dia Class PN-1.0 | 20 | 2 | no. |
| 21 | 21 | 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 M-20 RCC chamber cover size 130x100cmx12cm including cost of materials, labour etc. complete.\nUSOR. item no.16.45 -P.no. 217 | 21 | 3 | no. |
| 22 | 22 | 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 requiemen 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 | 22 | 3 | job |
| 23 | 23 | Supply of Woltman Turbine Bulk meter class b, multijet, magnetically coupled as per specifications conforming to IS 770/1994, ISO 4064/1 and EEC approved, including transportation to site, storage, safety, installation, testing commissioning, making connection with existing pipeline having total measuring capacity of 10,000 Kilolitre with least cound of one Kilolitre including excavation at site, dewetering and reinstating the same after completion and as per specifications including all taxes.\n USOR. Item.no.17.24/ P. no. 230 | 23 | 3 | job |
| 24 | 24 | 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. \n USOR. item no. 17.20-P.no. 229 | 24 | 1 | job |
| 25 | 25 | Providing and Installation of automaticwater level controller (Auto switch off)with accessories i/c labour and materialetc. complete, as per approved specification and directed by Engineer\nin charge. USOR. Item no. 17.21-P.no. 229 | 25 | 3 | Each |
| 26 | 26 | 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. \n USOR. Item.no. 16.10b -P.no 208 | 26 | ||
| 27 | 27 | Deduct volume of pipe | 27 | ||
| 28 | 28 | Net Quantity | 28 | 492.15 | cum |
| 29 | 29 | Distribution main | 29 | ||
| 30 | 30 | Earth work in excavation by mechanical means\n(Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm 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 USOR.Item.no. 16.4-P.no.207 | 30 | 1900 | cum |
| 31 | 31 | Earth work in excavation by mechanical means\n(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. USOR.Item.no. 16.6(a) -P.no. 208 | 31 | 1900 | cum |
| 32 | 32 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction 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 | 32 | 84 | cum |
| 33 | 33 | Providing & laying mechanically mixed cement\nconcrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In Plinth & foundation M-15 (Nominal Mix 1:2:4)\nUSOR item no. 16.23 (a)ii pg. 210 | 33 | 84 | cum |
| 34 | 34 | Providing, Laying, Jointing & fieldtesting of HDPE pipes (High DensityPolyethylene Pipes) confirming to IS4984/14151/12786/13488 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) USOR.Item.no. 9.1 -P.no. 122 | 34 | ||
| 35 | 35 | (A) Distribution Main | 35 | ||
| 36 | 36 | (1) 90 mm dia 6kg/cm2 | 36 | 4800 | m |
| 37 | 37 | (2) 110 mm dia 6kg/cm2 | 37 | 1600 | m |
| 38 | 38 | (3) 160 mm dia 6kg/cm2 | 38 | 1200 | m |
| 39 | 39 | Providing and laying including testing Bend 90° confirming to IS specifications. USOR.Item.no.9.2 -P.no.122 | 39 | ||
| 40 | 40 | (1) 90 mm dia 6kg/cm2 | 40 | 20 | no. |
| 41 | 41 | (2) 110 mm dia 6kg/cm2 | 41 | 8 | no. |
| 42 | 42 | (3) 160 mm dia 6kg/cm2 | 42 | 8 | no. |
| 43 | 43 | Providing and laying including testing Bend 450 confirming to IS specifications. \nUSOR.Item.no.9.3 -P.no.123 | 43 | ||
| 44 | 44 | (1) 90 mm dia 6kg/cm2 | 44 | 10 | no. |
| 45 | 45 | (2) 110 mm dia 6kg/cm2 | 45 | 8 | no. |
| 46 | 46 | (3) 160 mm dia 6kg/cm2 | 46 | 6 | no. |
| 47 | 47 | Providing and laying Including testing Equal Tee confirming to IS specification \nUSOR.Item.no.9.4 -P.no. 123 | 47 | ||
| 48 | 48 | (1) 90 mm dia 6kg/cm2 | 48 | 20 | no. |
| 49 | 49 | (2) 110 mm dia 6kg/cm2 | 49 | 5 | no. |
| 50 | 50 | (3) 160 mm dia 6kg/cm2 | 50 | 8 | no. |
| 51 | 51 | Providing and laying Including testing Reducer: confirming to IS specifications.\nUSOR item no. 9.6 pg. 124 | 51 | ||
| 52 | 52 | (1) 110 mm dia 6kg/cm2 | 52 | 10 | Nos. |
| 53 | 53 | (2) 160 mm dia 6kg/cm2 | 53 | 9 | Nos. |
| 54 | 54 | 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, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro fusion coupler\nUSOR.Item.no.9.14.1.8 +9.14.1.9 +9.14.12 -P.no.129 | 54 | ||
| 55 | 55 | (1) 90 mm dia | 55 | 15 | no. |
| 56 | 56 | (2) 110 mm dia | 56 | 5 | no. |
| 57 | 57 | (3) 160 mm dia | 57 | 6 | no. |
| 58 | 58 | Providing butt fusion welded joint/joining by heating to the ends with 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 \nUSOR.Item.no.9.7 -P.no.124 | 58 | ||
| 59 | 59 | (1) 90 mm dia 6kg/cm2 | 59 | 24 | no. |
| 60 | 60 | (2) 110 mm dia 6kg/cm2 | 60 | 10 | no. |
| 61 | 61 | (2) 160 mm dia 6kg/cm2 | 61 | 5 | no. |
| 62 | 62 | Spigot Long Neck Pipe End (Stub End) for\nElectro Fusion Joint USOR.Item.no.9.14.6.3 + 9.14.6.4 + 9.14.6.7 -P.no.109 | 62 | ||
| 63 | 63 | (1) 90 mm dia | 63 | 8 | no. |
| 64 | 64 | (2) 110 mm dia | 64 | 8 | no. |
| 65 | 65 | (3) 160 mm dia | 65 | 3 | no. |
| 66 | 66 | Providing and laying Including testing End Cap confirming to IS specifications. \nUSOR item no. 9.8 pg. 124 | 66 | ||
| 67 | 67 | (1) 90 mm dia 6kg/cm2 | 67 | 25 | Each |
| 68 | 68 | 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 complete \nUSOR item no. 8.1 pg. 111 | 68 | ||
| 69 | 69 | 80 mm dia Class PN-1.10 | 69 | 4 | Each |
| 70 | 70 | 100 mm dia Class PN-1.10 | 70 | 3 | Each |
| 71 | 71 | Providing & fixing following cast iron single air valves, small 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 \nUSOR. Item.no.8.8 -P.no 114 | 71 | ||
| 72 | 72 | 25mm dia Class PN-1.0 | 72 | 2 | no. |
| 73 | 73 | 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 M-20 RCC chamber cover size 130x100cmx12cm including cost of materials, labour etc. complete.\nUSOR. item no.16.45 -P.no. 217 | 73 | 7 | no. |
| 74 | 74 | 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. \n USOR. Item.no. 16.10b -P.no 208 | 74 | 3730.17 | cum |
| 75 | 75 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.4.0 Sq.mm.multi strand\nUSOR item no. 24.20.107 pg. 267 | 75 | 700 | mtr |
| 76 | 76 | Providing laying and jointing of following galvanized 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.50mm dia medium\nUSOR item no. 6.1 pg. 87 | 76 | 600 | mtr |
| 77 | 77 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core ,4 pair cable for small rural water supply scheme, having source within 500mtr as per approved specification and as directed by Engineer in charge.(In case of lesser length of cable,equivalent amount @ Rs 12 /-per meter of short length will be deducted from above rate) USOR. Item.no.17.11.-P.no. 226 | 77 | 1 | Each |
| 78 | 78 | Supply & 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.\n USOR. Item.no.17.18.-P.no. 228 | 78 | 3 | Each |
| 79 | 79 | 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\n USOR. item no. 17.20-P.no. 229 | 79 | 2 | job |
| 80 | 80 | Providing and supply of Electro Fusion Tapping Ferrule (Branch Tapping saddle) Female BSP Threaded woth SS 304 insert fittings in accordance with BS EN 12201: Part-3 suitable for drinking water with in black/ blue color manufactured from compounded PE 80/ PE-100 virgin polymer and compatible with PE80/PE 100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application with elecctro fusion tapping ferrule saddle, 90x15mm and providing and supplying blue 20mm dia PN-16 MDPE pipes 5-10 mtr confirming to IS 4427:1996 Manufactured from virgin resin PE 80 food grade compounded Raw Material having Blue color only with quality assurance certificate from quality agencies like WRC/ CIPET (India) / DVGM/ KIWA/ SPGN etc. for usage in drinking water system the cost shall include testing of all materials all taxes central, state municipal inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc. complete i/c cost of 15mm dia UPVC pipe sockety Elbow, Union 20x15 mm dia PVC reducer and providing and stainless steel water tap with grouting of vertical pipe as per requirement as per approved specification and as directed by Engineer incharge.\n USOR. Item.no.17.13-P.no.226 | 80 | 573 | Job |
| 81 | 81 | Non USOR/ Turnkey items | 81 | ||
| 82 | 82 | \"Design, construction, testing and commissioning of RCC over head tank of following capacity over including providing and fixing of double flanged C.I. pipes for inlet, outlet, Scour and overflow delivering up to 2.50 meters away from R.C.C. outer columns of reservoir, C.I. double flanged heavy duty specials and duck foot bends conforming to Is 1538:1993 and C.I. double flanged I.S.I. marked sluice valves (Class –II) withBrick masonary valve chamber etc. and providing and fixing of all accessories such as lightening conductor, water level indicator, R.C.C. stairs from ground level to tank floor level, steel ladders from balcony to roof and Aluminium ladder from roof to inside floor level of tank, ventilating cowls, manhole covers with frame and G.I. pipe railing with RCC post for stairs and balcony tank floor level all complete as per detailed specifications complete (turnkey job)\nENC PER Letter No. 977 date 02.02.2018 | 82 | ||
| 83 | 83 | 150 kl capacity over 15 mtr. Staging | 83 | 1 | no. |
| 84 | 84 | Design, construction, testing and commissioning of underground RCC sumpwell of 25 KL with Brick masonary pumphouse over this sumpwell (Specifications of Sumpwell and pump house are mentioned in Annexure-E) The payment of this item shall be made according to the payment schedule given in SCC. \nENC PER Letter No. 977 date 02.02.2018 | 84 | 1 | no. |
| 85 | 85 | MPVVCL SOR Provision for extension of electric power line up to tube well including installation of suitable transformer. (The material to be used and work to be executed shall be as per Schedule Ref. of MPMKVVCL SOR given below in the items. Any decrease or increase in the work/item given in the composit reference schedule item shall be payable according to the actual execution.)\nNote – The electrical items shall be taken as per requirement of the scheme. Executive Engineer should decide the required items and include in this BOQ. Mostly used electrical items are given below. | 85 | ||
| 86 | 86 | 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area. (Schedule Ref. C-1.2 of MPMKVVCL for SOR) | 86 | 0.8 | km |
| 87 | 87 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP. (Schedule Ref. C-6.2 of MPMKVVCL for SOR) | 87 | 2 | Each |
| 88 | 88 | 11/0.4 KV outdoor type transformer sub station (Schedule Ref. C-6.1 of MPMKVVCL for SOR) 25 KVA on 140 kg. 8.0 meter long PCC pole | 88 | 2 | Each |
| 89 | 89 | 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. 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270\nUSOR. Item.no. 24.20.106 (IX)-P.no. 267 | 89 | 3 | Each |
| 90 | 90 | 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.3.0 H.P. Head Mt.15-24, Discharge LPM 615-195 \nUSOR. Item.no. 24.20.113(i)-P.no. 268 | 90 | 2 | Each |
| 91 | 91 | Water Disinfection System as approved by NEERI. Argentum oligodynamic based water purifier capacity 25,000 LPH \n | 91 | 1 | no. |
| 92 | 92 | Boundry wall | 92 | ||
| 93 | 93 | Earth work in excavation by mechanical means\n(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 | 93 | 28 | cum |
| 94 | 94 | Earth work in excavation by mechanical means\n(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 blastin or bituminous pavement / cement concrete\nroad. USOR.Item.no. 16.6(a) -P.no. 208 | 94 | 7 | cum |
| 95 | 95 | Providing 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.\n USOR. Item.no.16.25(a)-P.no.211 | 95 | 865 | Kg |
| 96 | 96 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) M-20 (Nominal Mix 1:1.5:3)\n USOR. Item.no.16.24(a)(i)-P.no.211 | 96 | 12 | Cum |
| 97 | 97 | Providing & 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 \nUSOR. Item.no.16.30(i)-P.no.214 | 97 | 60 | Sqm |
| 98 | 98 | Lintels, beams , plinth beams, girders, bressumers and cantilevers. \nUSOR. Item.no.16.30(iv)-P.no.214 | 98 | 11 | Sqm |
| 99 | 99 | Columns, pillars, piers, Abutments, posts and Struts USOR. Item.no.16.30(v)-P.no.214 | 99 | 44 | Sqm |
| 100 | 100 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In Plinth & foundation M-10 (Nominal Mix 1:3:6)\nUSOR. Item.no.16.23 (i)-P.no.210 | 100 | 2 | Cum |
| 101 | 101 | Providing & laying mechanically mixed cement\nconcrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering In Plinth & foundation 1:11/2:3 (M-20 )\nUSOR. Item.no.16.23(a) (iii)-P.no.210 | 101 | 1 | Cum |
| 102 | 102 | 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 | 102 | 15 | Cum |
| 103 | 103 | 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6(Cement 1: Sand 6)\n USOR. Item.no.16.29 (a) iv-P.no.214 | 103 | 218.3 | Sqm |
| 104 | 104 | Finishing 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) USOR. Item.no.16.42(i)-P.no.216 | 104 | 218 | Sqm |
| 105 | 105 | 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. \n USOR. Item.no. 16.10b -P.no 208 | 105 | 26 | Cum |
| 106 | 106 | Earth work in excavation by mechanical means\n(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 | 106 | 2.4 | cum |
| 107 | 107 | Earth work in excavation by mechanical means\n(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. \nUSOR.Item.no. 16.6(a) -P.no. 208 | 107 | 0.6 | cum |
| 108 | 108 | Providing 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\n USOR. Item.no.16.25(a)-P.no.211 | 108 | 61.37 | Kg |
| 109 | 109 | Providing & laying mechanically mixed R.C.C.\nexcluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) M-20 (Nominal Mix 1:1.5:3)\n USOR. Item.no.16.24(a)(i)-P.no.211 | 109 | 0.955 | Cum |
| 110 | 110 | Providing & 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\n USOR. Item.no.16.30(i)-P.no.214 | 110 | 3.6 | Sqm |
| 111 | 111 | Columns, pillars, piers, Abutments, posts and Struts USOR. Item.no.16.30(v)-P.no.214 | 111 | 3.24 | Sqm |
| 112 | 112 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In Plinth & foundation M-10 (Nominal Mix 1:3:6)\nUSOR. Item.no.16.23 (i)-P.no.210 | 112 | 0.2 | Cum |
| 113 | 113 | Finishing 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) \nUSOR. Item.no.16.42(i)-P.no.216 | 113 | 4.2 | Sqm |
| 114 | 114 | 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. \n USOR. Item.no. 16.10b -P.no 208 | 114 | 2.11 | Cum |
| 115 | 115 | Structural 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.\n USOR. Item.no.16.25c-P.no.211 | 115 | 150 | Kg |
| 116 | 116 | 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 | 116 | 4.5 | Sqm |
AI Tender Summary
Tender Timeline
Aug 07, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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