Nit No 123 Providing And Laying Jointing Of Di Pl And Construction Of 200 Mm Dia Tw With Providing And Installation Of Pump Sets On Spr Turn Key Basis With 1 Year Dlp At Rwss Bassi Tehsil And Distt Chittorgarh
Tender Value
13.60 Lakhs
Estimated cost
Bid Submission
23 Feb 2021
0 days left
EMD
27200
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bassi → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Nit No 123 Providing And Laying Jointing Of Di Pl And Construction Of 200 Mm Dia Tw With Providing And Installation Of Pump Sets On Spr Turn Key Basis With 1 Year Dlp At Rwss Bassi Tehsil And Distt Chittorgarh
BOQ
| Name of Work: Providing and Laying & Jointing of DI Pipe and Construction of 200 mm dia Tube well with providing & Installation of Pump set on Single point responsibility turn key basis with one year defect liability period at RWSS Bassi Tehsil Chittorgarh District Chittorgarh | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART A- Tube well | 1 | ||
| 2 | 2 | Construction of tube well after upto 150 mtr depth in all type of rocks by DTH system 7 over burden to accommodate casing pipe of following sizes in all types of soil & over burden including lowering of casing pipe, (if required) excluding cost of casing pipe, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The bore well should have a throughout bore as per nominal dia of casing pipe. | 2 | ||
| 3 | 3 | 200 mm dia nominal bore | 3 | 153 | Per Mtr. |
| 4 | 4 | Add 15%extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. | 4 | 53 | Per Mtr. |
| 5 | 5 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes | 5 | ||
| 6 | 6 | 200 mm dia NB (Thickness of pipe 5.4 mm & mass of tube 28.46 Kg/m) | 6 | 15 | Per Mtr. |
| 7 | 7 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. | 7 | ||
| 8 | 8 | 200 mm dia nominal bore | 8 | 1 | Each |
| 9 | 9 | PART B- Installation of Pumpset | 9 | ||
| 10 | 10 | Supply & Installation of three phase ISI marked submersible motor pump set of five star rating of BEE & as per IS:8034-2011(Pump) & IS:9283-2013(Motor) or amended upto date of aprroved make of following duty condition with required accessories including making connection suitable for Tube well/ DCB. The job includes lowering of motor pump insatallation of complete fitting & accesorries jointing of electrical cables up to switch board, testing of submersible pump sets & interconnections upto water mains, complete in all respect. | 10 | ||
| 11 | 11 | 5.5 KW (7.50 HP) & Head above 120mtr. (1.67 LPS/ 160.0 Mtr.) 02 No. Pump sets. | 11 | 11.25 | KW |
| 12 | 12 | Supply & Fixing of electric controls feeder pannel comprising of suitable rating MCCB, fully automatic Star/Delta starter, overload relay, ampere meter with CTs, Volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangment etc complete suitable for three phase pump set. The pannel should have space for Energy meter (Supplied by DISCOM). All these equipments shall be housed by pannel box made out from 18 gauge MS sheet with powder coating. Pannel should be of minimum size 90X60X450mm with stand (made of angle iron of size 35X35X5mm) duly bolted/screwed with enclosure box having four legs, each leg lenght 18\" and double door including inbuilt locking system. The legs should be embeded in M15 cement concrete platform. The size of CC plateform should be equal or bigger than the base size of pannel having height of atleast 200mm from ground level. The pannel should have opening of suitable size infront of space for energy meter with glass for meter reading. The operation of pannel should be suitable for on 440 Volts AC supply. | 12 | ||
| 13 | 13 | Above 5.0 HP and up to 10 HP. | 13 | 1 | Each |
| 14 | 14 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS:694:1990 or ammended upto date and conductor as per class 5 of IS:8130:1980 including making connections etc. | 14 | ||
| 15 | 15 | 3 core 4.0 Sq.mm | 15 | 300 | P.mtr |
| 16 | 16 | Supply & Fixing XLPE insulated/PVC sheathed cable of 1.1 KV grade with aluminium condutor armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavtion of 30cmx75cm size trench, 25cm thick under layer of sand, second class bricks covering, refelling earth, compaction of earth, making necessary connection, testing etc as required of size. | 16 | ||
| 17 | 17 | 10 Sq.mm,4 core | 17 | 30 | P.mtr |
| 18 | 18 | Providing and Lowering in tubewell ISI marked GI pipe \"B\" class as per IS:1239 or ammended upto date threaded & double flanged (welded) on both ends and two numbers 25X3mm flat welded on both ends between pipe & flange, rubber washer & Nut-bolts etc. complete in all respect. | 18 | ||
| 19 | 19 | 50 mm dia | 19 | 150 | P.mtr |
| 20 | 20 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | 20 | 2 | Each |
| 21 | 21 | Supplying & Installing 100mm dia mtr. Sealed diaphragm burden type pressure gauge along with all jointing materials Range 0 to 10 kg/cm2 including all jointing material as per specification with safety cover. | 21 | 1 | Each |
| 22 | 22 | Providing and Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. | 22 | ||
| 23 | 23 | 65 mm | 23 | 1 | Each |
| 24 | 24 | PART C- Pipe Line | 24 | ||
| 25 | 25 | Providing, lowering, laying in trenches,aligning,fixing in position, Jointing Ductile Iron (DI Spun) ISI marked K-7 grade S&S pipes as per IS 8329: 2000 (amended up to date) with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS :5382-1985 including special (tees, bends etc.) complete including all material, labour, hydraulic testing and commissioinig (excluding eartwork) as per technical specifications and direction of Engineer in charge, with Excise Duty Exemption. Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | 25 | ||
| 26 | 26 | DI K-7 Pipe 100 mm dia | 26 | 500 | P. Mtr |
| 27 | 27 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice Valve of Class PN-1.0 | 27 | ||
| 28 | 28 | 100 mm HW | 28 | 2 | Each |
| 29 | 29 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN-1.0 | 29 | ||
| 30 | 30 | 100 mm Dia | 30 | 2 | Each |
| 31 | 31 | Earth work in excavation by mechanical means (Hydraulic Excavator ) / manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | 31 | ||
| 32 | 32 | In All type of soil. | 32 | ||
| 33 | 33 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 33 | 200 | RMT |
| 34 | 34 | In Soft Rock | 34 | ||
| 35 | 35 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 35 | 200 | RMT |
| 36 | 36 | In Hard Rock ( Blasting prohibited) | 36 | ||
| 37 | 37 | For dia of pipe up to 150 mm nominal. | 37 | 190 | RMT |
| 38 | 38 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 38 | 31.5 | /Cum |
| 39 | 39 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 39 | ||
| 40 | 40 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 40 | 31.5 | /Cum |
AI Tender Summary
Tender Timeline
Feb 16, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 23, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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