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Tender For Providing And Fixing Solar System In Nyas Office Building, kota-Rajasthan

Urban Improvement Trust-UIT has published Tender For Providing And Fixing Solar System In Nyas Office Building. Submission Date for this Tender is 13-05-2024. Electrical Maintenance Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

42992543
Corrigendum : Tender For Providing And Fixing Solar System In Nyas Office Building
Open Tender
Indian
Rajasthan
kota
13-05-2024

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Tender Details

Providing And Fixing Solar System In Nyas Office Building Electrical Works

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Mar-2024 Corrigendum Date Extend Date 18-04-2024
2 18-Apr-2024 Corrigendum2 Date 02-05-2024
3 02-May-2024 Corrigendum3 Date 13-05-2024

Key Value

Document Fees
INR 3500 /-
EMD
INR 134600.0 /-
Tender Value
INR 67.30 Lakhs /-

Attachment

FileName File Description File Size
9e0482d2-2492-4bda-a53b-2d66053d5bb9.html Tender Notice 0 KB
BOQ_692268.xls Tender Document 0 KB
Special_Cond_Solar_System.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: UIT ???? ???????? ?? ???? ?????? ??????? ??????
Sl. No. Item Description
1Supplying , installation , Testing and commissioning of grid connected SPV power plant in accordance with latest MNRE approved specifications/ BIS standards with free comprehensive maintenance for 5 years as Per following details :
2(a) SITC of MNRE specifications/Approved Polycrystalline standard lP-65 SPV modules of following capacity with minimum rating of each module 200 Wp with equal no. of module to be in each series circuit. PV module made out from min" 72 nos poly crystalline solar cells and frame made out from Anodized Allunimium alloy with hot dipped galvanized steel mounting structure, civil structure, lightning and over volage protection, earthing protection as per specification as required for making the solar system functional complete in all respect as required.
3(b) SITC of lP-65 rating wall/floor mounted string inverter 3 phase, low maintenance, full sine wave, 50 Hz AC out put with grid tied features along with all protection, controlling arrangement and required accessories of following capacity.The inverter AC nominal power output rating must be equal or greater than the required KWp of the module at standard test condition(STC) and as per MNRE specification.The inverter unit shall be suitable for indoor and outdoor installations including all DC/Ac plugs and socket, D.B."s and with all necessary electrical DC solar cables between modules and inverters and ac cables from inverter to AC panel (Any length as required) & lugs and terminations with solar metering and net Metering, conduits and cable trays and all other material and workmanship required to connect with main distribution panel as per the direction of engineer - in- charge.
420.0 KW Capacity
550.0 KW Capacity
6Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have it"s own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure "A" attached with this BSR
7120.0 Sq. mm
83.5 core
9Add Extra for Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV gradedirect in ground including excavation of trench of size 75 cm (Depth) x 35 cm(Width) ,with procedure as per followingpoints:- (a) Make a river sand bed of height 125 mm along the trench,(b) Lay the cable in the middle of the trench,(c) Provide river sand bed of height 125 mm on top of the cable, (d) Lay the protective Common burnt clay F.P.S. Bricks of Class designation 75 / Sand stone slabs of 50 mm thicknessand 225 mm widejust above the sand bed vertically across the cable ( Approx. 9 no. Bricks per Mtr.), (e) Backfill the excavated soil leaving 300 mm from the Ground level, (f)Lay the Cable warning tape and again back-fill the remaining portion of the trench upto the ground level and compacting the earth
10Add Extra in Item no.11.5 if Excavation done in Hard Rock / CC road / TAR Road and making Good the same
11Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring,Compression Nut,heavy duty aluminium lugs (as per IS 8309 -1993) duly crimped with crimping tool, PVC tape as perIS 8337-1976offollowing size ofPVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR .
123.5 x 120.0 sq.mm
13Pipe Earthingas per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. " B " class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR .
14Supply & Laying following size earth stripin horizontal or vertical run in surface by means of Earth strip DMC Insulatorincluding riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR .
1525mm x 3mm G.I. ( Hot Dipped) Strip
16P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class750 N,Externally corrugated and having smooth surface insidewith HDPE Coupler, Elbow, Teeat required Depth below the ground for laying cable of followingNominal Outer dia.MFR Test reportfrom NABL accrediated is to be submitted.(Excavation of Earth& Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR .
17110 mm
18Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
191:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
20Earth work in excavation/ by mechanical means (Hydraulic Excavator) / Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed:
21Supply & fabrication steel structure with MS channel / angle / joist / ISMB / sheet etc. including welding, rivetting, cutting, nut & bolt , one coat of primer & two coat of enamel paint etc. as requiredcomplete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR .
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