Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Road Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date15 Feb 2025
Closing Date4 Mar 2025
Tender Amount₹ 3,85,63,474
AI Insights
Technical
Technical
Financial
Bid Capacity
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To determine the bid capacity required, specific formulas and criteria are provided. The primary formula for solvency, a key measure of bid capacity, is 40% of the total estimated cost. Additionally, there are specific experience and turnover requirements. For experience, the requirements are based on the value of similar works completed, which can be 40%, 60%, or 80% of the estimated cost. The turnover requirement is 30% of the estimated cost, averaged over 3 years. Given an estimated cost of Rs. 3,85,63,474.00, the calculated values for experience requirements are: 1. 40% of the estimated cost: Rs. 1,54,25,389.60
2. 60% of the estimated cost: Rs. 2,31,38,084.40
3. 80% of the estimated cost: Rs. 3,08,50,779.20
These values represent the bid capacity required to bid on the tender, following one of the specified formulas for similar completed works.
Technical Capacity
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The required prior work experience for the bidder includes experience in specific types of work, such as bituminous road work, building construction, sewer and water supply, sewer cleaning, survey work, and others. The bidder should have completed similar works with the following values and percentages: * Three similar completed works each costing not less than the amount equal to 40% of estimated cost put to tender.
* Two similar completed works each costing not less than the amount equal to 60% of estimated cost put to tender.
* One similar completed work costing not less than the amount equal to 80% of estimated cost put to tender.
The experience should be of having successfully completed works during the last 5 years ending last day of the month previous to the one in which applications are invited, with the same conditions of three, two, and one similar completed works with 40%, 60%, and 80% of estimated cost put to tender, respectively.
Costs
EMD
₹ 19,28,180Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPJDA_1005047_1Tender No
3128/JDA/2024-25/10.02.2025Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 406
1237.5
1693
2096312.63
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Tack Coat - I Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 503 (i)
On Granualar surface treated with primer @ 0.20kg/sqm
Providing and applying tack coat-II using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 503 (ii)
On bituminous surface @ 0.25kg/sqm
16500
12
204600
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Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. 505 (A)
825
9867
8140407
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Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects 507 (B)
495
11422
5654137.5
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Road Marking with Hot Applled Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick Including reflectorising glass beads 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35-2015 The finished surface to be level, uniform and free from streaks and holes MoRTH - 803 (8.13)
930
618
574740
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Reflective Ralsed Pavement Markers (Cat Eye/ Road Stud) Supply and luơng of raised pavement marker with Made of Plastic body of RPIW Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTIA D4280, The Reflective panels shall consist of number of lenses contatning single or dual prismolic cubes capable of providing total Intermal reflection of the light entring the lens lace, Lonses shall be mouled of methyl methecrylale conforming 10 ASTIA 0788 of equivalent The slop or retro-reflacting surface shall preferably be 35+/-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cin. the marker height shat not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy vistallations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shal be immediately removed. The contractor shall submit a two year warranty for sallsfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In additiona two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all malenals, labour. TSP, vansportation, instalation and incidenials all complete as per diruction of the Engineer-in-Charge MoRTH - 804 (8.35)- Suggestive
RPM( With Shank)
389
324
126036
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Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work.
SOR (2022) New Item No. 3 (Page No. 61)
5050
840
4242000
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Cement concrete with 2 cm gauge approved stone ballast, approved course sand and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast . SI No. 279 (1) New tem Page No 40 SI No 279 (2022)
1.62
5980
9687.6
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First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work. S.I.No. 305 S.I.No. 305 (2022)
12.96
6230
80740.8
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Raised Pointing with cement and fine sand 1.25 F.M. mortar on Brick work in proportion of 1:2 , including supply of all material, labour and T & P etc. required for proper completion of the work.S.I.No. 577 S.I.No. 577 (2022)
28.8
157
4521.6
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Type-A, "W": Metal Beem Crash Barrier Providing and erecting a W melal beam crash barrier comprising of 3 min thick cornigated sheel metal baam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 15 min spaced 2 in cenire to centre, 1.8 m high, 1.1 m below ground/road level, ail steel parts and Filments to be galvenised by hot dip process, all fistings to conform to 15:1367 and IS:1364, motal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm. 330 mm long complate as per clause 810 MoRTH - 810 (8.23)
1000
3107
3107000
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ELECTRICAL WORK - Supply & fixing of 9 mtr GI Octagonal Pole of approved make top dia 70mm, BottOm dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. SOR 2024 21.2.4
135
25463
3437637.3
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Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. SOR 2024 20a.1
20a.1.12 50 sq. mm 3-1/2 core
200
729
145940
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20a.1.3 16 sq. mm 2 core
3145
457
1439309.25
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Supplying and laying of 63 mm Dia (OD-63mm & ID-51 mm Nominal )foIlowing size DWC HDPE pipe ISI marked along with all accesUP PWD SORies like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. DSR 2022 14.16.1
3100
187
581932
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Supply and fixing of LED Street light Fitting with Mandatory Driver Set having die cast aluminium Body with Toughend Glass/U V Stablizer PO Cover and lenses suitable for 140 Watt to 150 Watt and Confirming to IP 66 and IK07 and above Protection having company LOGO Engraved Complete in all Respect . 18280-19500 system lumens , High Power LED with Lenses , 130 Lm/W , PF0.95, THD 10% St fUII load , CRI70 ,
Potted driver set in Metal Housing (Not Circuitory) phase to phase protection at 440V & 300 V auto cut and restart feature
, 4 KV Internal Surge Protection . SOR 2024 23.18
135
12396
1673511.3
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Supply & Erracetion of factory fabricated & wlred metal clad dust and vermin proof floor mountlng , M.S. Channel Base wlth bottom and top cable entreis Electrical control panel wlth TPN MCCB’s (Four Pole 36 KA with thermal magnatlc release)Switches Complete and Instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KWetc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with
suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR 2024 20.1.1
Incoming 100 Amp. MCCB-1 No
Outgoing 63 Amp. MCCB-2 Nos
3
107774
323322.09
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Supply & Fixing of CCMS Panel with Software complete as per Direction of Engineer in Charge . Note - CCMS Panel should be connected with Nagar Nigam Jhansi CCMS Control Room AS PER NAGAR NIGAM
3
131500
394500
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Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti
corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. SOR 2018 725 (d)
156
12700
1981200
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Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect. SOR 2018 716
290
90
26100
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Supply & Wiring of Submains with 02 Nos 2.5 sqmm FRLSH PVC sulated 1100 V Grade Single Ce Multistrand Copper Conductor Table in existing PVC Conduit Complete including Supply of all Vlaterial , Labour and T&P etc required for proper Completion
of Work as per Direction of Engineer in Charge. MR
1350
70
94500
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Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per
direction of the Engineer-Incharge. SOR 2018 504
d 16 sq mm
650
21
13650
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g 50 sq mm
8
48
384
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Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-
Incharge. SOR 2018 503
I 50 sq. mm 3-1/2 core
12
178
2136
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Numbering of pole wlth as per directlon of Engineer In charge. MR
135
200
27000
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Supply & Fixing of Radium Strip red and white on Pole as per Direction of Engineer in Charge. MR
135
300
40500
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Cement Conrete with 4 cm (1.5" ) gauge. SOR 2018 281
4
4300
17200
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R.C.C Work 1:1:5:3 SOR 2018 288(1)
28.8
8850
254880
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MS or Iron Plain Work SI NO 504.00
33.91
6240
211598.4
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12 mm Cement Plaster. SOR 2018 17.58
200
152
30400
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S/F of 6 Amp to 32 AMP DP MCB for Controlling of Street Light ,including Cost of Din Mounting Rail , Connecting Strip , Earth Link etc Complete In all Respect. MR
135
1150
155250
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