Maharashtra Maritime Board Tender
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Maharashtra Maritime Board - MMB Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date10 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 33,94,45,864
Costs
EMD
₹ 16,97,500Document Cost
₹ 3,540Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_MMB_1121180_1Tender No
MMB/CEO/ENGG/Pal/23-24/57Tender Authority
Maharashtra Maritime Board ViewPurchaser Address
-Website
http://https://mahammb.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Item No. 3:- Providing tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc. complete.
180
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Item No. 4:- Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment
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Item No. 5:- Providing and maintaining temparory platform for erecting boring machined in river bed to the depth of standing water 2 m and above and of size 3.50 x 4.00 M by using 20 Nos. of M.S. empty barrels in M.S. frame made of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm dia. for anchoring platform include passage platform and enganging a labour etc. complete. 2 m and Above.
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Item No. 6:- Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete.
30
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Item No.7 :-Providing, placing and driving in position 8mm thick permanent M.S. liner up to required depth with 12 mm thick M.S. cutting edge of 0.5 meter length of bottom including fabricating, cutting the M.S. sheet to required diameter and shape,welding the joints and driving with the help of required machineries including all materials,labour and lift etc. complete.
Spec. No.: MORTH 5th Revision No.1100 and 1904.
488.69
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Item No.8 :- Providing and laying cast in situ / ready mix M40 RCC for 1000 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete.with VSI quality artifical sand (Using Bentonite)
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a) For 0m-5m Depth
435
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b) For 5m-10m Depth
435
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c) For 10m-15m Depth
435
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d) For 15m-20m Depth
435
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e) For Above 20m Depth
1002.88
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Item No.9 :- Extra for Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete. 1000 mm dia
261
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Item No.10 :-Carrying out integrity test on piles of various diameters as per standard procedure and submitting reports.
87
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Item No 11 :- Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete.
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Item No 12:- Carrying out Dynamic load test at 2.50 times the design load on any dia.of pile including all preparations for conducting test by precasting required C.C hammer head and all machineries, labour etc. including submitting report with graphs and interpretations complete (excluding cost of pile).
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Item No.13 : Providing Temporary Gantry platform using structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections with connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. The item includes all trasnporation, fabricting all materials, labour,required number of dummy piles for erection of gantry over shore and equipment required for driving and casting of reinforced cement concrete piles including dismanatling platform and dummy piles etc. after completion of work and demobilization from site with all materials and proper cleaning etc complete.
Payment Terms
1. 20% on erection of grantry
2. 40% on completion on 50% of scope (Pile)
3. 30% on another 50% completion of complete scope of piling
4. 10% demolition & demobilization of grantry. Note:- The Contractor Should design the gantry as per site condition & get it proof checked from expert agencies like IIT/VJTI etc. before actual execution. Approval to the design shall be obtained from Maharashtra Maritime Board
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Item No.14 :- Providing and laying in situ M40 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for PSC work in main/ cross girders, diaphrams etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with natural sand) ii) Height 5 to 7.50 m, add 5 percent extra.
497.18
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Item No.15 :- Providing and laying in situ M40 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for PSC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with natural sand) ii) Height 5 to 7.50 m, add 5 percent extra.
421.29
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Item No.16 :- Providing and laying in situ / ready mix M-40 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in main/ cross girders, diaphrams etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc )
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
322.91
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Item No.17 :- Providing and laying in situ / ready mix M-40 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
982.4
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Item No.18 :- Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360
443.1
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Item No.19 : Providing and fixing in position Guard Railing, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata.
521.24
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Item No.20 :- Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (SAIL/JSW/Arselor Mittal/TATA)
1088.59
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Item No.21:- Providing and applying two coats of Hi-Build coal tar epoxy formulation corroseal TE-321 with an interval of minimum 4 hours - 8 hours between application of successive coats including preparing and cleaning the surface thoroughly so as to remove deposited salts, grease, oil, dust, tar etc. using coarse brush etc. complete as specified and directed.
10155.26
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Item No.22 :- Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.
88
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Item No.23 :- Providing and fixing " D " series " D " shaped bore fenders including fixing by anchor bolts et. Complete as per drawing and directed under tidal range. D type Fender of Size 250 X 250 mm X1200mm
66.67
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Item No. 24:- Providing and fixing stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner diameter and circular top plate of 350 mm diameter with 5 mm thickness on deck of jetty in cement concrete including necessary fixtures and fastening etc. complete. (Stainless steel of grade S-304)
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Item No. 25 :- Providing and fixing stainless steel mooring ring in cement concrete on deck of jetty consist of 32 mm thick steel bar, 225 mm inner diameter, steel ring with 75 mm inner diameter steel hook of 32 mm diametre as per approved drawing etc. complete. (Stainless steel of grade S-304)
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Item No. 26 :- Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
94
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Item No. 27:- Excavation / Dredging in soft strata such as wet soils, sand or silt by mechanical means including use of cetrifugalpump for removal of water or by any other approved method, stacking / dispossing off the removed stuff as directed with a lead of 11.00 km (Single Side) and all lifts etc. complete. ( In tidal condition )
45000
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Item No. 28:- Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant
293.21
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Item No. 29:- Providing and laying in situ cement concrete M-30 with tremix treatment for 200mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer)etc. complete.
439.82
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Item No. 30:- Directional signage
Design, supply, fabrication and fixing acrylic multilingual Braille (raised dots) directional signboards of size 6" x 9" designed as per accessibility standards and having 4mm thick acrylic base plate with Upper Case Adani Regular font made of white acrylic non glare cut out letters of height 15mm raised not less than 0.8mm above base plate and the equivalent word written in Hindi/ Marathi with Devnagri non glare acrylic letters of height 15mm raised not less than 0.8mm above base plate and having a non glare acrylic cut arrow pointing in the required direction. Each signboard to be fixed as per manufacturers specifications on the wall at the approved location and at a height of 1200mm from FFL and as per the directions by the engineer in charge.
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Item No. 31:- Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The angle iron post shall be duly painted with one coat of epoxyprimer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier - 2mm Aluminium sheet Class B
15
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Item No. 32:- Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
131.95
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Item No. 33:- Providing and applying epoxy bonding agent for bonding old to new concrete for structural members prior applying the epoxy mortar to the concrete surfaces etc complete.
3591.85
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Item No. 34:- Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as Simply Supported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars.
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a) Re 500 -8mm dia 160mm depth
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b) Re 500 -10mm dia 200mm depth
4
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c) Re 500 -12mm dia 240mm depth
6
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d) Re 500 -16mm dia 320mm depth
2
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e) Re 500 -20mm dia 400mm depth
7
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f) Re 500 -25mm dia 500mm depth
5
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g) Re 500 -32mm dia 640mm depth
8
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Item No. 35- Drilling with core cutting machine in RCC slabs, walls etc.wherever required in buildings, manholes,ducts, water tanks, pits etc. for laying pipes,sleeves and making good the same to give an even finish . The rate shall include the cost of drilling core, providing EPOXY based water proofing compound for sealing the joints around the pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and heights. (Maximum thickness of RCC members shall be 300mm) and as directed by Engineer-In-Charge.
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a) Upto 25mm dia
4
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b) Above 25mm to 50mm dia
2
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c) Above 50mm to 75mm dia
5
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d) Above 75mm to 100mm dia
7
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e) Above 100mm to 150mm dia
8
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f) Above 150 mm to 200mm dia
3
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g) Above 200 mm to 250mm dia
4
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Item No. 36:- Providing and fixing the Chemical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS 1367 (Part 3) at required locations and level including drilling the hole, cleaning with blow pump and anchoring the bolt with chemical as per manufacturers specifications etc. complete as directed by Engineer In Charge.
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a) M10 x 90 foil capsule (HVU) & M10 x 130 Rod
6
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b) M12 x 110 foil capsule (HVU) & M12 x 160 Rod
8
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c) M16 x 125 foil capsule (HVU) & M16 x 190 Rod
7
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d) M20 x 170 foil capsule (HVU) & M20 x 240 Rod
4
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e) M24 x 210 foil capsule (HVU) & M24 x 290 Rod
9
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Item No. 37:- Providing and fixing the Mechanical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS 1367 (Part 3) at required locations and level including drilling the hole, cleaning and anchoring the bolt as per manufacturers specifications etc. complete as directed by Engineer In Charge.
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a) M8 x 115
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b) M10 x 110
5
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c) M12 x 115
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d) M16 x 140
4
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e) M20
6
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Item No. 38:- Grouting pockets, holes, pipe sleeves of any shape or size for column bases, machine foundations, etc. with ready to use non shrink high strength grout of approved make, as per manufacturer’s specifications and instructions/ recommendations, including roughening of surfaces, cleaning with compressed air/ water jets, ramming, curing, etc. complete.
2208.35
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Item No. 39 : - BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
178.13
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Item No. 40:- Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One Square Metre and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to 4mm over mastic surface as per clause 515 etc. complete.
3562.57
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Item No.41:- Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.
132
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Item No.42:- Supplying and erecting HT CT multifunction DLMS compliance of accuracy of class 0.5 , 3x63.5V,50 Hz with optical & RS 232 port, backlit LCD, measures kWh, kVAh, V, I, kW, 6 months history of energy , load survey, & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box.
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Item No.43:- Supplying and erecting panel mounting type digital voltmeter having three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V having accuracy class of 0.5 ,AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer .
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Item No.44:- Supplying and erecting panel mounting type digital ammeter having three and half digit LED display, external CT operated, calibrated for suitable to operate on 500V, 0 to 1000A having accuracy class of 0.5, AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer
1
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Item No.45:- Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply 500V, 50Hz, on provided box / panel and duly connecting with necessary PVC wire leads and lugs.
2
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Item No.46:- Supplying and erecting LT current transformer with bar primary 50/5 to 1000/5 ratio with 15 VA burden erected in provided CRCA box duly secured with insulating materials connected to the meter with test certificates.
3
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Item No.47:- Supplying & erecting LED type indicating pilot lamp with LED colours red / yellow / green, 230 / 250V on provided box / panel with necessary material, wiring & connections etc..
23
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Item No.48:- Supplying & erecting LED type indicating pilot lamp with LED colour blue, 230 / 250 V on provided box / panel with necessary material, wiring & connections etc.
1
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Item No.49:- Supplying, erecting & marking SPMCB 6A to 32A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB.
8
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Item No.50:- Supplying, installation & marking of surge arrestor/ surge protection device at the sub main distribution board after the incoming breaker of type 2 tested for Imax 40 kA for three phase and neutral with compliance to IEC 61643-11 as per specification no. CP-SPD.
1
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Item No.51:-Providing & erecting 3 Pole MCCB, 415 V, 200A, rated short-circuit breaking capacity 25 kA (Ics=100% of Icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact. MCCB with phase barriers on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB.
NOTE:- For use of 4 pole MCCBs in place of 3 pole MCCBs add 20% in rate of 3 pole MCCB.
1
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Item No.52:-Providing & erecting 3 Pole MCCB, 415 V, 100A, rated short-circuit breaking capacity 25 kA (Ics=100% of Icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact. MCCB with phase barriers on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB CSR(5-5-1/22-23)
NOTE:- For use of 4 pole MCCBs in place of 3 pole MCCBs add 20% in rate of 3 pole MCCB.
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Item No.53:-Supplying, erecting & marking FPMCB 40A to 63A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB.
3
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Item No.54:- Supplying and erecting of any size electrolyte aluminium patti or bar in bus bar chamber / in panel or any other purpose, 500 V with require capacity 99.9% aluminium purity with E91E Grade as per IS 5082 & Current Density 0.8 A per sq. mm. with fixing arrangement (like lug or bottle type lug) to both the end with high grade polyolefin insulation sleeve complete as per specification no. BCPBB
23
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Item No.55:- Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3.5 core 50 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
50
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Item No.56:- Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3.5 core 25 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
50
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Item No.57:- Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3.5 core 150 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
100
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Item No.58:- Providing printed instruction chart for treating persons suffering from electric shock, printed in English & Marathi and duly laminated complete.
2
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Item No.59:-Supplying shock proof leather safety shoes of electrical grade of standard size as IS :11226, 14544 duly tested, with necessary test certificate from manufacturer.
1
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Item No.60:-Supplying and fixing PVC synthetic elastomer electrically insulating mat with class B insulation conforming to IS: 15652 – 2006 having 2.5 mm thickness up to 11 kV.
1
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Item No.61:-Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. capacity cartridge type conform to IS 2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. M. S. flat with nut & bolts routed in wall complete.
6
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Item No.62:- Supplying and erecting 50 kVAr, 3 phase, 50 Hz., Power contactors Derated for microprocessor APFC controller with MPP / APP type capacitor with 525V and having minimum overcurrent capacity of 1.8 In, peak inrush current capacity 300 In and minimum life 150000 hours with , consisting of suitable steps of MPP / APP type capacitor units with detuned aluminium filter 7% reactors with circuit breaker as main incomer and MCCB for each branch protection, as per specification no CP-ED/APFC.
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Item No.63:- Supplying, installation and testing of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete, and recording the results Specification no. EA-MOBI
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Item No.64:- Supplying and erecting integrated LED street light fitting 85-90W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 9300 Lumens, min. efficacy of 110 lumen/W, CRI70, CCT upto 6500K, THD0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2.
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Item No.65:- Supplying and erecting Street light bracket made from 25 mm. dia ‘B’ class G.I. Pipe, 0.6m. in length along with pole cap of 300 mm length and 80 mm dia duly welded with provided leads as per specification no. FG-BKT/BPC
12
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Item No.66:- Providing & erecting 9 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 200 mm A/F, top 100 mm A/F on provided foundation as per specification no. OH-PL/OPL
12
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Item No.67:- Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 9m to 10m high octagonal /conical GI pole) .
12
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Item No.68:- Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP.
12
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Item No.69:- Supplying and erecting GI wire of high purity of required sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws complete.
5
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Item No.70:- Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
352.43
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Item No.71:- Supplying and laying (including excavation of suitable width & depth up to 90 cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.
350
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Item No.72:- Supplying & erecting triple pole and neutral distribution board (TPNDB), SPMCB of 4 ways/phase (12 poles), with door, 1.2mm thickness, surface/flush mounted, IP 43 protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB.
1
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Item No.73:- Supplying & erecting single phase, 240V, street light control panel up to the max load of 12kW, SPN MCB 63A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation & overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation.
1
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Item No.74:- Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB.
6
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TOTAL AMOUNT OF PART A
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PART B:- CHARGES
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Item No. 75:- Carrying out Compressive strength of cement / mortor / micro concrete cubes as per frequency mentioned in I.S. 456-2000 in Govt. P.W.D. laboratory as per relevant b.i. standards and submitting test results including taxes overheads and any other allied charges etc.complete. Set of 3 cubes).
272
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Item No. 76:- Carrying out std. consistency, fineness sp. Gravity, setting time, compressive stength. Soundness on cement with a frequency of one bag of 50 kg. out of the 50 tonnes in Govt. P.W.D. laboratory as per relevant b.i. standards and submitting test results and resting if required. including taxes. overheads and any other allied charges etc. complete
5
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Item No.77:- Carrying out Fitness Modulus (sieve analysis) slit and clay content.chloride and sulphate content on fine aggregates (sand/crushed sand of V.V.S. quality with frequency of 1 test for each source in Govt. P.W.D. labortaory as per relevant b.i. standards and submitting test results including taxes. Overheads and any other allied charges etc. complete
4
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Item No. 78:- Carrying out sieve analysis water absorption. Specific gravity, impact value. Crushing value on stone aggregates with frequency of 1 test as per 100 cmt. In Govt. P.W.D. laboratory as per relevant b.i. standards and submitting test results including taxes. overheads and any other allied charges etc, complete
4
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Item No. 79:- Carrying out concrete mix design (with all test on basic materials) as per IS - 10262-1982 in Govt. P.W.D. laboratory and submitting mix design for approval of Engineering- in-charge including taxes overheads and any other allied charges etc.complete.
4
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Item No. 80:- Carrying out Tensile strength percentage elongation. Yield stres. Weight-per meter. Bend/ rebend proof stress and nitrol solution test on steel bar above 16 mm (set of 3 bars) in Govt. P.W.D. laboratory as per relevant b.i. standards and submitting test results including taxes. overheads and any other allied charges etc. complete
37
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Item No. 81:- Carrying out Mastic Hardness No. in Govt. P.W.D. laboratory as per relevant b.i. standards and submitting test results including taxes. overheads and any other allied charges etc. complete
9
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Item No. 82:- Carrying out Tensile strength percentage elongation. Yield stres. Weight-per meter. Bend/ rebend proof stress and nitrol solution test on steel bar upto 16 mm (set of 3 bars) in Govt. P.W.D. laboratory as per relevant b.i. standards and submitting test results including taxes. overheads and any other allied charges etc. complete
37
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