Government Institution , School , Anganwadi , Hostel , Nos Health Center In Village Block-Sardarpur , District Dhar Providing Piped Water Supply Through Tap Under Jal Jeevan Mission At Government Institution , School , Anganwadi , Hostel , Nos He
Tender Value
46.22 Lakhs
Estimated cost
Bid Submission
15 Jan 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
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
Government Institution , School , Anganwadi , Hostel , Nos Health Center In Village Block-Sardarpur , District Dhar Providing Piped Water Supply Through Tap Under Jal Jeevan Mission At Government Institution , School , Anganwadi , Hostel , Nos Health Center In Village Block-Sardarpur , District Dhar ( M . P . ) Group No . 06
BOQ
| Name of Work: Providing Piped Water Supply Through Tap Under Jal Jeevan Mission at Government Institution (12 Nos School/ 10 Nos Anganwadi/ 3 Nos Health center) in Village ( Bola, Mavdipada, Badveli, Pasawada, Ahmed, Narsingh Deola, Chichodiya, Shyampura Thakur), Of Gram Panchayat Name (Bola, Badveli, Narsingh Deola, Shyampura Thakur), Block-Sardarpur, District Dhar (M.P.) including cost of all material and labour with testing commissioning thereafter 15 Days of successful Trial Run of entire scheme. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Provision for Supplying & Installation of Solar Deep well (submersible) Pumping Systems with A.C. Induction Motor Pump Set PV array (4800 Wp) , Motor Pump-set capacity (5 HP) Shut Off Dynamic Head (150 meters) & Water output (43200 Liters per day) (from a total head of 100 meters) For General Category States /UTs\nRate Given by Ministry of New and Renew Energy Annexure-I of Circular No. F. No. 41/3/2018-SPV Division dated 17.7.2019 | BI01010001010000000000000515BI0100001113 | 1 | Job |
| 2 | 2 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off panel of motor pump assembly, using GSM module based water level controller and\naccessories for small water supply scheme, having source more than 500mtr but within 10 Kms as per approved specification and as directed by Engineer in charge.\nP.H.E. USOR item no. 17.12/226 | BI01010001010000000000000515BI0100001114 | 14 | Job |
| 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. All kind of soil\nP.H.E. USOR item no 16.4/207 | BI01010001010000000000000515BI0100001124 | 330.03 | Cum |
| 4 | 4 | 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.\nP.H.E. USOR item no. 16.6 a /208\n | BI01010001010000000000000515BI0100001124 | 235.33 | Cum |
| 5 | 5 | Providing laying and jointing of following galvanized Iron (MS)\nPipes with specials (such as bends, elbows, tees etc) class\nlight, medium & heavy including testing of joints, cost of pipes,\nspecials and jointing materials all complete. Pipes and sockets\nconforming to IS-1239/2011 Part- II\nP.H.E. USOR item no 6.1/ 86 | BI01010001010000000000000515BI0100001124 | ||
| 6 | 6 | 25 mm Dia. G.I. Class medium | BI01010001010000000000000515BI0100001114 | 2172 | R.M. |
| 7 | 7 | 20 mm Dia. G.I. Class medium | BI01010001010000000000000515BI0100001114 | 225 | R.M. |
| 8 | 8 | 15 mm Dia. G.I. Class medium | BI01010001010000000000000515BI0100001124 | 522 | R.M. |
| 9 | 9 | Providing and fixing Tank Nipple with outer threading in G.I. Pipe line i/c cutting threading testing etc. complete confirming to IS 1879 25 mm Dia. G.I. Class medium\nPHE Sor item no 6.49/ 103 | BI01010001010000000000000515BI0100001124 | 72 | Each |
| 10 | 10 | Providing and fixing G. I. Union in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879\nP.H.E. USOR item no. 6.21/ 92 | BI01010001010000000000000515BI0100001124 | ||
| 11 | 11 | 25 mm Dia. G.I. Class medium | BI01010001010000000000000515BI0100001124 | 72 | No. |
| 12 | 12 | 20 mm Dia. G.I. Class medium | BI01010001010000000000000515BI0100001124 | 48 | No. |
| 13 | 13 | Providing and fixing following check (non-return) valves Class- II, confirming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt. 25 mm dia. (Flanged)\nP.H.E USOR Item no 6.8 /89 | BI01010001010000000000000515BI0100001114 | 39 | each |
| 14 | 14 | Providing and fixing following gate (full way) valves tested to 300lbs/Sq inch or 21.00 kg/sq.cm.confirming to IS 778/1984 (Reaffirmed 2005) Class-II 25 mm dia. (Flanged)\nP.H.E USOR Item no. 6.4/ 88 | BI01010001010000000000000515BI0100001124 | 126 | each |
| 15 | 15 | Providing and fixing G. I. threaded Flange in G.I. Pipe line\ni/c cutting threading testing etc. complete (New work) confirming to IS 1879\n25 mm Dia.\nP.H.E USOR Item no. 6.39/ 99 | BI01010001010000000000000515BI0100001114 | 240 | No. |
| 16 | 16 | Providing and fixing wrought steel Cap Plug with threading in\nG.I. Pipe line testing etc. complete confirming ti IS:1879\n(New & Old Work)\nP.H.E. USOR Item no 6.45/ 101, 102 | BI01010001010000000000000515BI0100001124 | ||
| 17 | 17 | 25 mm Dia. | BI01010001010000000000000515BI0100001114 | 57 | Each |
| 18 | 18 | 20 mm Dia. | BI01010001010000000000000515BI0100001124 | 57 | Each |
| 19 | 19 | 15 mm Dia. | BI01010001010000000000000515BI0100001114 | 120 | Each |
| 20 | 20 | Providing & fixing including testing of water taps\n15 mm Dia. CI Self Closing\nP.H.E. USOR Item no. 6.17/ 92 | BI01010001010000000000000515BI0100001124 | 366 | Each |
| 21 | 21 | 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.\nP.H.E. USOR Item no. 16.10b /208\n | BI01010001010000000000000515BI0100001124 | 324 | Cum |
| 22 | 22 | 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 tenace (at all floor level).\nHDPE Tank (1 x 2000) | BI01010001010000000000000515BI0100001114 | 48000 | Per Ltr |
| 23 | 23 | 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 tenace (at all floor level).\nHDPE Tank (1 x 2000) | BI01010001010000000000000515BI0100001114 | 12 | Each |
| 24 | 24 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)\n(a) In foundation and plinth 1:3:6 (M-10)\nP.H.E. USOR item no . 16.22 a iii/210 | BI01010001010000000000000515BI0100001124 | 16.64 | CUM |
| 25 | 25 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) (i) 1:1.5:3 (M 20)\nP.H.E. USOR item no . 16.24A (i) /211 | BI01010001010000000000000515BI0100001114 | 27.65 | CUM |
| 26 | 26 | 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.\nP.H.E. USOR item no .16.30 (iii) /214 | BI01010001010000000000000515BI0100001114 | 160.44 | SQM |
| 27 | 27 | 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.In Cement Mortar 1:6 \nP.H.E. USOR item no . 16.28 b iv/218 | BI01010001010000000000000515BI0100001114 | 39.3 | CUM |
| 28 | 28 | Supply & Filling crusher stone dust for pipe bedding or over the pipe ( including supply of crusher stone dust.)\nP.H.E. USOR item no . 16.11 b/208 | BI01010001010000000000000515BI0100001124 | 51.17 | CUM |
| 29 | 29 | Plaster Work - 15mm thick cement plaster in single coat i/c finished even, smooth and curing complete. In cement mortar 1:6 ( 1 cement, 6 sand )\nP.H.E. USOR item no . 16.29 b (iv)/214 | BI01010001010000000000000515BI0100001124 | 136.62 | SQM |
| 30 | 30 | Providing and placing in position cold twisted steel and \nhot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage.\nPHE SOR item no . 16.25 a /211 | BI01010001010000000000000515BI0100001114 | 4650 | Per kg |
| 31 | 31 | 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. In gratings, frames, guard bar, ladder , railings, brackets, gates and similar works \nP.H.E. USOR item no . 16.25 d ii/211 | BI01010001010000000000000515BI0100001124 | 1620 | Per kg |
| 32 | 32 | 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.1.00mm thick with zinc coating not less than 275gm/m²\n PWD SOR item no. 12.1.1 / 339 | BI01010001010000000000000515BI0100001114 | 140.4 | SqM |
| 33 | 33 | 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.\nPWD SOR item no. 11.51 / 321 | BI01010001010000000000000515BI0100001124 | 284.04 | SQM |
| 34 | 34 | Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipesconfirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly \n110 mm diameter OD (minimum wall thickness 3.2 mm)\nPWD SOR Item no. 19.4.1 / 554 | BI01010001010000000000000515BI0100001114 | 300 | RM |
| 35 | 35 | Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long\ncomplete as per standard design.\nPWD SOR Item no. 19.31 / 556 | BI01010001010000000000000515BI0100001124 | 15 | Each |
| 36 | 36 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside\nplastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : With well burnt flyash bricks of 50 kg/sqm\ncompressive strength. \nPWD Item no. 18.18.2 / 536 | BI01010001010000000000000515BI0100001114 | 30 | CUM |
| 37 | 37 | Labour charges for taking out assembly from the tube well of India Mark II hand pump with 30 meters long 32mm dia riser pipe assembly and all other accessories.\nP.H.E. USOR item no. 24.5/ 255 | BI01010001010000000000000515BI0100001124 | 2 | Ech |
| 38 | 38 | Add to item No. 24.5 above for fixing extra length of\npipe beyond 30 meters.\nP.H.E. USOR item no. 24.6/ 255 | BI01010001010000000000000515BI0100001124 | 30 | Per Mtr. |
| 39 | 39 | Labour charges for lowering the assembly with complete fittings of India Mark II Hand pump from the tube well with 32mm dia 30 Meters long riser pipe assembly and other accessories \n | BI01010001010000000000000515BI0100001114 | 2 | Ech |
| 40 | 40 | Add to above item No. 24.7 for fixing extra length of \nriser pipe assembly beyond 30 meters.\nP.H.E. USOR item no. 24.8/pg. No. 255 | BI01010001010000000000000515BI0100001114 | 30 | Per Mtr. |
| 41 | 41 | 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.\n3 H.P. with 20 to 22 stages, Head Mt. 167-51 \nDischarge LPM 25-90\nP.H.E. USOR item no. 24.20.105 (xviii)/ 266 | BI01010001010000000000000515BI0100001124 | 2 | Each |
| 42 | 42 | 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. 40 mm dia. 6kg/sq.cm\nP.H.E. USOR First Addendum item no. 9.15 | BI01010001010000000000000515BI0100001114 | 320 | R.Mtr |
| 43 | 43 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 2.5 Sq.mm.multi strand\nP.H.E. USOR item no. 24.20.107/pg. No. 267 | BI01010001010000000000000515BI0100001114 | 620 | R.Mtr |
| 44 | 44 | Supplying and laying of approved Make Nylon rope 12mm thick complete with binding for support of pump and motor\n P.H.E. USOR item no. 24.20.108/pg. No. 267 | BI01010001010000000000000515BI0100001114 | 320 | R.Mtr |
| 45 | 45 | 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)\n50 MM Class PN-1\nP.H.E. USOR Item.no.8.4a/ P. no. 113 | BI01010001010000000000000515BI0100001124 | 2 | Each |
| 46 | 46 | 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.\nP.H.E. USOR item no. 17.18/pg. No. 228 | BI01010001010000000000000515BI0100001124 | 15 | Nos |
| 47 | 47 | One KM. L.T. Lines 3 Phases 5 wire on PCC supports using 1100 volts Grade A.B. cable 3 x 25 + 1x16+1x35 sq.mm XLPE with maximum Span of 50 meters \n(schedule reference D-2.2 of MPMKVVCL for SOR) | BI01010001010000000000000515BI0100001124 | 2.1 | Per Km. |
| 48 | 48 | 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 16 mm C.P. brass pillar tap\nPWD SOR item no. 17.11.4 /pg. No. 480 | BI01010001010000000000000515BI0100001124 | 36 | Each |
| 49 | 49 | Brick work with well burnt chimney bricks having\ncrushing strength not less than 25 kg/cm² and water\nabsorption not more than 20% in super structure above\nplinth level and up to floor two level i/c form work &\ncuring etc. complete.\nIn Cement Mortar 1:4\nPHE SOR item no. 16.28b (ii) /213 | BI01010001010000000000000515BI0100001124 | 29.95 | CUM |
| 50 | 50 | 18mm thick cement plaster in 2 coats under layer\n12mm CP 1:5 (1 cement:5 coarse sand) and top\nlayer 6mm thick cement plaster 1:3 (1 cement:3 fine\nsand) finished even, smooth and curing complete.\nPHE SOR item no. 16.29 C /214 | BI01010001010000000000000515BI0100001124 | 133.92 | SQM |
| 51 | 51 | Supplying and Installation of approved Make required capacity single phase, 50 Hz, 220V, Centrifugal Mono-block pump self priming, with Starter, connections, base channel foundation etc. as required as per specifications but excludding Pipe and connection cable.1 H.P. Head Mt.6-30, Discharge LPH 2400-900 \nUSOR item no. 24.20.110 /pg. No. 268 | BI01010001010000000000000515BI0100001124 | 12 | Each |
AI Tender Summary
Tender Timeline
Dec 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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