Tender For Construction Of Inspection Path As Per R6 At 220 Kv Gss Sanganer Jaipur
Tender Value
63.62 Lakhs
Estimated cost
Bid Submission
03 Nov 2022
0 days left
EMD
1.27 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sanganer → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Inspection Path As Per R6 At 220 Kv Gss Sanganer Jaipur
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil.(P-52/1.1) |
| 2 | Providing and laying in position cement concrete including curing, comp. etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.(P-61/3.1.6) |
| 3 | Providing and lying at or near ground level factory made kerb stone of M-25 grade cement in postion to the required line level and curvature jointed with cement mortar 1:3|(1 cement 3 coarse sand) kincluding making joints with without grooves (thickness of joints except at sharp curve shall not be more than 5 mm )including making drainage opening wherever required complete including painting etc as per etc direction of Engineer in charge (Length of finished kerb edging shall be measured for payment).( Precast CC Kerb stone shall be approved by Engineer in charge). (B-119/11.29) |
| 4 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 602.2.2M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropiate weigh batcher using approved mix design, laid in approved fixed side formwork(stell channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawings), spreading the concrete with sholves, rakes, compacted using needle, screed and plate viberator and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridges and culverts and construction joints, admixture joints, admixture as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per draing and MoRTH specification clause 602 including vaccum dewatering process with all equipments.(R-42/6.1) |
| 5 | Granular sub base with well graded graded material By Mix in place method construction of granular sub base by providing well graded material spreading in uniform layers with tractors mount grader on prepared surface mixing by mix in place metjod with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per MoRTH specification Clause For Grading III Material.(R-32/4.1) |
| 6 | Interlocking Concrete brick Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (Measurements shall be made innner to inner side of edge blocks). P&L of interlocking M-30 grade Concrete Block Pavements having thickness 50 mm as per drawings and as per IS 15658:2006 and all materials shall confirms to MoRTH specification clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category \"B\" : Dentated only two side like I,Z,T shape as per IRC :SP:63-2004. (R-42/6.3(i)b) |
| 7 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar. (P-141/14.9.2) |
| 8 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). (P-74/6.1.6) |
| 9 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick (P-123/12.3.2) |
| 10 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (P-91/9.2) |
| 11 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mmthickwith20mmthicknominalsizeaggregate (P-114/11.3.1) |
| 12 | Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5m in width or 10Sqm on plan incl. dressing of sides and ramming of bottom lift upto 1.5m incl. taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soils. (P-52/1.6). |
| 13 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia (P-206/3.16.3) |
| 14 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. (P-68/4.1 ) |
| 15 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. (P-67/4.9) |
| 16 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Hot rolled deformed bars (IS : 1139).B-68/4.13.2 |
| 17 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 701 ot 1200 mm Standard Drain Cover Size 1500 mm x 600mm x 125mm. (R-70/16.47.3) |
| 18 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix(P-66/4.2) |
| 19 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. (P-92/9.8.1) |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). (P-129/12.42) |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade Two or more coats on new work. (P-130/12.46.1) |
| 22 | Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm.(9.38.3) |
| 23 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for Columns, pillars, posts and struts etc. (P-68/4.10.3) |
| 24 | Providing & FOixing of IScertified company made IK10IP65 protected Top/BottommountedLEDPosttopLightsystem.Fixturemadeof powdercoateddiecastalluminiumhousingwithUVstabalizedPC diffuser.TheSystemlevelLuminousefficacy=90Lumen/W.SMD LEDsistobeused,SystemCRI>70,CCT:3000/4000/6500K.The integral electronic driver must be potted & has a unique BIS R number mustbepotted&hasauniqueBISRnumberconstantcurrentand Internal/external surge protection device of min. 4KV(L-N)and efficiency>85%,PF>0.9,THD<20%andinputVoltagerangeof90- 270VACat50Hz.Systemlifeof30000Burninghourswith70%of Initial Lumens maintainedLight output in Cool white or Warm White Colourasperengineerschoice.drivercurrent<1000mAshownin LM79 report.Fixture must be in compliance with BISStandards and T.C.Certificatecompleteinallrespect.OEMMusthaveitsownin house NABL lab setup for all testing facilities forLED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessoriesfromOEMshallbesubmitted.Allasperpre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .40W LED Post Top Fixture. (E181103) |
| 25 | Providing&LayingP.V.C./XLPEinsulated&P.V.C. sheathed Un-armoured / Armouredaluminiumcable of 1.1 KV grade as per PWD specification for electrical Works inexistingRCC/Hume/Stoneware/PVC pipe/ open duct/cable trench with filling of excavated earth in trench, on existing cable trays or on surface etc. includingmakingnecessaryconnection,testing etc. as required of size andas per points (a), (b), (c), mentioned below:- (a)Material:-H4-Grade aluminiumconductorof purity >99.6 %& as perIS:1554 P-I / IS :7098 P - I (b)conductorshallhaveelectrolyticaluminium confirming to IS 8130, IS 3975-1999for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures(c) OEM Must have ISO 9001 &14001 certifications forqualityassuarance&itsowninhouseNABLlab setup for all testing facilities forcables . Appropriate type test certificate / OEM test report shall be submitted. All above as per pre approved by Engineerin charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR Armoured 6.0 Sq.mm3core. (Ch.No-11/P-3/E110132B) |
| 26 | E-010411 S&Ffollowingsizes(dia.)ofISImarkedMMS(IS:9537P-III) vergin material PVC conduit as per PWD specification for electrical Works along with its accessories (IS: 3419 ) as requiredinrecess includingcutting the wall, covering conduit and making good the same as required. All relative and latest acceptancetests reports byanyNABLaccreditedlabfortheconduitshallbesubmitted before execution & All as per pre approved by Engineer in charge. Foradditionaltechnicalparametersofproducts/work ,refer Annexure \"A\" attached with this BSR .MMS ( IS:9537 P - III ) PVC conduit 25mm |
| 27 | E-060624Providing & Fixing of IK09 recessed/surface mounting heavydutyhorizontaltypesheetsteelof1.6mmthick DistributionboardasperPWDspecification forelectrical WorksISImarkedconformingtoIS-13032&IS-8623/ conforming to IEC 61439-3. Phosphatised/ powder painted completewithsuitableratinginsulatedcopperbusbar, shortinglink,neutrallink,earthlink,connectingwireof suitable rating and din bar,masking sheet, including making internal DBterminations with copper lugs and with detachable gland plate, including making connections, testing etc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . IP-43 Double door (Three phase) 12 Way ( 36 O/G + 8 I/C ) |
| 28 | E-060113Providing&Fixingof240/415VACMCBwithpositive isolationofbreakingcapacitynotlessthan10KA(B/C tripping characteristic as per type of load andsite requirement) 4KV impulse withstand voltage,as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, lowwattlosses,tripfreemechanisum,energylimiting of class 3 as per IEC,minimum phase termination capacity of 35sq.mm.,conductorlineloadreversibility,labelholding facility,IP20contactprotectionandfittedwith existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A ratingincluding making nnections,testingetc.asrequired. .OEMshall havesubmit NABL/CPRI/ERDAaccrediatedlabtest reports beforeexecution&Allasperpreapprovedby Engineer in charge.For additional technical parameters of products/work ,referAnnexure\"A\"attachedwiththis BSR . Single pole MCB 6 A to 32 A rating |
| 29 | E-060332Providing & Fixing of 240/415 V isolator as per PWD specification for electrical Works with ISI marked IS:13947- III/conforming to IEC 60947-3, suitable for AC22A utilization catagory, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm. , label holding facility , IP 20 contact protection and fitted with existing distribution board / sheetincluding makingconnections,testingetc.asrequired.OEMshall havesubmit NABL/CPRI/ERDAaccrediatedlabtest reports beforeexecution&Allasperpreapprovedby Engineer in charge.For additional technical parameters of products/work ,referAnnexure\"A\"attachedwiththis BSR . Four pole Isolator 63 A rating |
AI Tender Summary
Tender Timeline
Oct 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 04, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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