Providing Piped Water Supply Through Tap Under Jal Jeevan Mission At Government Institution In Villages Padchha , Shivnayapani, Ralawati, Malwan, Ghagharkheda , Jamli, Dhawdi, Dhawda Cha , Dhanora , Aasarapani, Kundya, Bailghat, Jamti, Ambapani, Solwan, M
Tender Value
1.95 Crore
Estimated cost
Bid Submission
02 Mar 2021
0 days left
EMD
1.95 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
Sendhwa → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Piped Water Supply Through Tap Under Jal Jeevan Mission at Government Institution in Villages Padchha , Shivnayapani, Ralawati, Malwan, Ghagharkheda , Jamli, Dhawdi, Dhawda cha , Dhanora , Aasarapani, Kundya, Bailghat, Jamti, Ambapani, Solwan, Mohanpadawa Block Sendhwa District Barwani (M.P.) including cost of all material and labour with testing commissioning thereafter 15 Days of successful Trial Run of entire scheme
BOQ
| Name Of Work :- Providing Piped Water Supply Through Tap Under Jal Jeevan Mission at Government Institution in Villages Padchha , Shivnayapani, Ralawati, Malwan, Ghagharkheda , Jamli, Dhawdi, Dhawda cha , Dhanora , Aasarapani, Kundya, Bailghat, Jamti, Ambapani, Solwan, Mohanpadawa Block Sendhwa District Barwani (M.P.) including cost of all material and labour with testing commissioning thereafter 15 Days of successful Trial Run of entire scheme. | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Removing of unserviceable hand pump along with assembly from existing tube well i/c excavation, cutting of casing pipe if necessary, dismantling CC around pedestal, caping of tube well i/c making of cement concrete block M-15 size 0.45x0.45x0.45 cm and depositing all the obtained material in departmental store .\nMPPHED uSOR 03.07.2018 Item No. 24.17 Page 258 | 1 | 131 | Job |
| 2 | 2 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4\"/6\" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, SS/ Nylon wire rope and connection cable.\nMPPHED uSOR 03.07.2018 Item No. 24.20.105 (xviii) Page 266 | 2 | 131 | Set |
| 3 | 3 | Providing and Supplying of HDPE Pipes in 300/500/600 Mtr. Coils or in lengths, Grade PE 100, Conforming to IS 4984-2016 at store or at site. \n40 mm dia. 6kg/sq.cm\nMPPHED uSOR 03.07.2018 Item No. 9.15 (First Ammendment) | 3 | 19650 | R.Mtr |
| 4 | 4 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.\n2.5 Sq.mm.multi strand \nMPPHED uSOR 03.07.2018 Item No. 24.20.107 (i) Page 267 | 4 | 19650 | R.Mtr |
| 5 | 5 | Supplying and laying of approved Make Nylon rope 12mm thick complete with binding for support of pump and motor\nMPPHED uSOR 03.07.2018 Item No. 24.20.108 Page 267 | 5 | 19650 | R.Mtr |
| 6 | 6 | 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)\n50mm Dia.\nMPPHED uSOR 03.07.2018 Item No. 8.4a Page 113 | 6 | 131 | Each |
| 7 | 7 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cmx60cm 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.\nMPPHED uSOR 03.07.2018 Item No. 17.18 Page 228 | 7 | 134 | Nos |
| 8 | 8 | 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.\nAll kind of soil\nMPPHED uSOR 03.07.2018 Item No. 16.4 Page 207 | 8 | 634.5 | Cum |
| 9 | 9 | 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\n1.5 m, disposed earth to be leveled and neatly dressed. Soft\nrock with or without blasting or bituminous pavement / cement concrete road. (a) Soft rock with or without blasting or bituminous pavement /\nMPPHED uSOR 03.07.2018 Item No. 16.6(a) Page 208 | 9 | 634.5 | Cum |
| 10 | 10 | oviding 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\nand sockets conforming to IS-1239/2011 Party II\nMPPHED uSOR 03.07.2018 Item No. 6.1 Page 86\n(a)25 mm Dia. G.I. Class medium | 10 | 6400 | Mtr |
| 11 | 11 | 20 mm Dia. G.I. Class medium | 11 | 1510 | Mtr |
| 12 | 12 | 15 mm Dia. G.I. Class medium | 12 | 2520 | Mtr |
| 13 | 13 | Providing and fixing Tank Nipple with outer threading in G.I. Pipe line i/c cutting threading testing etc. complete confirming to IS 1879 \n25 mm Dia. G.I. Class medium\nMPPHED uSOR 03.07.2018 Item No. 6.49 Page 103 | 13 | 268 | Each |
| 14 | 14 | Providing and fixing G. I. Union in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879\nMPPHED uSOR 03.07.2018 Item No. 6.21 Page 92\n(a)25 mm Dia. G.I. Class medium | 14 | 402 | No. |
| 15 | 15 | 20 mm Dia. G.I. Class medium | 15 | 268 | No. |
| 16 | 16 | Providing & Fixing Following Check (Non Return) Valves Class II Conforming to IS-778/1984 ( reaffirmed 2005 ) Female ends, tested to 21.09 kg/sq.cm. \n25 mm dia. (Flanged)\nMPPHED uSOR 03.07.2018 Item No. 6.8 Page 89 | 16 | 268 | each |
| 17 | 17 | Providing And Fixing gate (full way) valves tested to 300lbs\n/sq.inch or 21.0 kg/sq.cm. Conforming to IS 778/1984 (Reaffirmed 2005) Class-II \n25 mm dia. (Flanged)\nMPPHED uSOR 03.07.2018 Item No. 6.4 Page 88 | 17 | 402 | each |
| 18 | 18 | Providing and fixing G. I. threaded Flange in G.I. Pipe line i/c cutting threading testing etc. complete(New work) confirming to IS 1879\nMPPHED uSOR 03.07.2018 Item No. 6.39 Page 99 | 18 | 1340 | No. |
| 19 | 19 | Providing and fixing wrought steel Cap Plug with threading\nin G.I. Pipe line testing etc. complete confirming ti IS:1879 (New & Old Work)\nMPPHED uSOR 03.07.2018 Item No. 6.45 Page 101 & 102\n(a)25 mm Dia. | 19 | 168 | Each |
| 20 | 20 | 20 mm Dia. | 20 | 168 | Each |
| 21 | 21 | 15 mm Dia. | 21 | 370 | Each |
| 22 | 22 | Providing & fixing including testing of water taps 15 mm Dia. CI Self Closing\nMPPHED uSOR 03.07.2018 Item No. 6.17 Page 92 | 22 | 740 | Each |
| 23 | 23 | Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and\nramming.\nMPPHED uSOR 03.07.2018 Item No. 16.10 (b) Page 208 | 23 | 1809 | Cum |
| 24 | 24 | Providing, placing and installation of polyethylene water tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and the base support for tank on\ntenace (at all floor level)\nMPPHED uSOR 03.07.2018 Item No. 17.36 Page 03 (2nd Addendum)\n(a)HDPE Tank (1x 500 = 500 ) | 24 | 50000 | Ltr |
| 25 | 25 | HDPE Tank (1x 1000 = 1000 ) | 25 | 34000 | Ltr |
| 26 | 26 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x400 mm with single 16mm C.P. brass pillar tap \nMPPWD SOR item no. 17.11.4 Page. No. 292 | 26 | 165 | Each |
| 27 | 27 | 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.\nAll kind of soil\nMPPHED uSOR 03.07.2018 Item No. 16.4 Page 207 | 27 | 162.9 | CUM |
| 28 | 28 | Providing and laying in position cement concrete of specified grade exclusing the cost of centering and shuttering - All work upto plinth level. With 40 mm Nominal Size graded stone aggregate in Cement concrete 1:3:6(M-10 Nominal Mix) \nMPPHED uSOR 03.07.2018 Item No. 16.22 (a) iii Page 210 | 28 | 36.2 | Cum |
| 29 | 29 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/ plinth (20mm graded metal) In cement concrete 1:1.5:3 (M-20 Nominal Mix)\nMPPHED uSOR 03.07.2018 Item No. 16.24 (a) i Page 211 | 29 | 64 | CUM |
| 30 | 30 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform.\nMPPHED uSOR 03.07.2018 Item No. 16.30 Page 214 | 30 | 395.36 | SQM |
| 31 | 31 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete.\nMPPHED uSOR 03.07.2018 Item No. 16.28 (b) iv Page 213 | 31 | 147.62 | CUM |
| 32 | 32 | Supply & Filling crusher stone dust for pipe bedding or\nover the pipe ( including supply of crusher stone dust.)\nMPPHED uSOR 03.07.2018 Item No. 16.11 (b) Page 208 | 32 | 84.84 | CUM |
| 33 | 33 | Plaster Work - 15mm thick cement plaster in single coat i/c finished even, smooth and curing complete.\nIn cement mortar 1:6 ( 1 cement, 6 sand )\nMPPHED uSOR 03.07.2018 Item No. 16.29 (b) iv Page 214 | 33 | 455.4 | SQM |
| 34 | 34 | 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.\nMPPHED uSOR 03.07.2018 Item No. 16.25 (a) Page 211 | 34 | 11100 | Per kg |
| 35 | 35 | Steel work in welded built-up section/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.\nMPPHED uSOR 03.07.2018 Item No. 16.25 (d) ii Page 212 | 35 | 5850 | Per kg |
| 36 | 36 | Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.\nMPPWD uSOR 01.08.2014 Item No. 12.1.1 Page 218 | 36 | 460.8 | SqM |
| 37 | 37 | Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 12 mm thick Cement Mortar 1:3 (1 Cement : 3 sand) prepared same day when mortar is still green i.e. within 6 hours including pointing the joints with white cement and matching pigments etc., complete.\nMPPWD uSOR 01.08.2014 Item No. 11.52 Page 205 | 37 | 879.4 | SQM |
| 38 | 38 | providing, laying, Jointing of following galvanised iron(M.S) pipes with specials (such as bends,elbows, tees etc.) class light, medium and heavy i/c. testing of joints, cost of pipes, specials and jointing material all complete. Pipes and sockets conforming to IS-1239/2011 part-ii\nMPPHED uSOR 03.07.2018 Item No. 6.1 Page 86\n(a)25 mm Dia. Class medium | 38 | 820 | RM |
| 39 | 39 | 15 mm Dia. Class medium (for making nipple as per Requirenment for tap fitting) | 38 | 282 | RM |
| 40 | 40 | Providing And Fixing gate (full way) valves tested to 300lbs\n/sq.inch or 21.0 kg/sq.cm. Conforming to IS 778/1984 (Reaffirmed 2005) Class-II\n25mm Dia. Flanged\nMPPHED uSOR 03.07.2018 Item No. 6.4 Page 88\n(a)25 mm dia. (Flanged) | 38 | 94 | each |
AI Tender Summary
Tender Timeline
Feb 16, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 02, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 03, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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