Indira Gandhi Centre For Atomic Research Tender
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Indira Gandhi Centre For Atomic Research - IGCAR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 12,52,00,000
Costs
EMD
₹ 22,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_833005_1Bid Award Id
ViewTender No
CEG/IGC/2052/2024Tender Authority
Indira Gandhi Centre For Atomic Research ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres.
150
-
-
Providing & construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting in layer, compating to meet requirement of table 300-2 complete all as per clause 305 of MoRT&H specification for road and bridge works (5th revision or latest) and as directed by the Engineer-in-Charge.
4500
-
-
Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge.
Note: 1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements.
2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
-
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-
Lead charges for lead Exceeding 3 kilometre but not exceeding 4 kilometre
16650
-
-
Cold Milling of Existing Asphalt surface to the required depth using milling machine including hire and running charges for the machine, cleaning the milled surface so as to avoid slippery including all other incidential charges and other unforeseen charges etc. all complete and as directed by Engineeer-in-charge.
625
-
-
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
-
-
-
for Grading-II material
2900
-
-
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 complete in all respects as per clause 406 of MoRT&H specifications for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
2750
-
-
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of grading II (19mm nominal size), premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 density complete in all respects as per clause 507 of MoRT&H specifications for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
2100
-
-
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 grading II (13mm nominal size), premixed with bituminous binder @ 5.4 to 5.6 % 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 complete in all respects as per clause 509 of MoRT&H specifications for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-charge.
Note : Item rate shall include conducting all field tests / lab tests.
1300
-
-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means complete in all respects as per clause 502 of MoRT&H specification for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
13200
-
-
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared granular surface, cleaned with mechanical broom etc., complete in all respects as per clause 503 of MoRT&H specification for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
39700
-
-
Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates and crushed stone sand including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
-
-
-
M15 grade with 300 kgs. of cement per cu.m. of concrete upto plinth level
140
-
-
Supplying and placing in situ Normal Reinforced cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu.M, using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20 % by weight of total cementitious content. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates withmaximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and should be washed in water to remove finer particles, the micro fines particles of size less than 75 micron should be less than 7%) (Zone I /II) conforming to IS 383 – 2016. The cost includes weigh batching, required chemical admixtures, mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels,lifts & all structural elements including dewatering wherever necessary, including compacting, finishing, curing (For a period of at least 10 days), providing construction / contraction / expansion joints, pour strips etc. but excluding centering, shuttering and reinforcement at all levels / elevations as given in drawings, specifications as directed by EIC. Rate to include all materials, labour, tools /tackles, plant and equipment, supervision, etc. complete. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
-
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-
M30 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 380kg/cum of concrete and minimum cement content of 304Kg/cum of concrete as mentioned (in the item of above) for the levels from bottom of foundation level to FFL.
480
-
-
Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:2:4, using 20mm and below machine crushed graded stone aggregate and crushed stone sand including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge.
170
-
-
Providing and laying factory made precast Kerb stone of M20 grade cement concrete of size 100mm thick and 500mm plus or minus 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70mm or as approved size, including excavation, conveying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curves shall not be more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required etc., complete all as per specifications and as directed by the Engineer-in-charge.
Note: Length of finished kerb edging shall be measured for payment and precast kerb stone shall be approved by the Engineer-in-charge.
3800
-
-
Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.
-
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-
Centering and shuttering from bottom of foundation level to FFL.
5100
-
-
Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts.
The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Point 7 of Section VIII, General Information for Guidance of Tenderers.
-
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-
TMT bars of Fe500D grade from bottom of foundation level to FFL.
62
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-
Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, sag rod, square, sections etc. including chamfering and rounding off the edges, applying paint as described below of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per technical specifications, drawings and as directed by the Engineer-in-charge.
Note: (i) Lifting device arrangements if any required also to be arranged by the contractor at his own cost.
(ii) Painting:
a) Epoxy primer - 2 coats (Before and after erection
b) Micaceous iron oxide - 1 coat.
c) Chlorinated rubber based paint - 2 coats (Finish paint)
1
-
-
Providing and constructing with approved well cured flyash brick work in cement mortar 1:5, flyash bricks are made as per IS 12894 of latest edition (flyash + crushed sand stone + Lime + additive/cement with water proofing chemicals and Accelerators) (non modular) of class designation 5.0 in superstructure at all levels and lifts in mortar in the ratio of 1:1:4 where 1 part of cement(IS 269 latest) , 1 part of Fly Ash(IS 3812 latest editoin) and 4 part of fine aggregate (IS 2116 latest edition), including scaffolding, raking out joints, continuous water curing for a minimum period of 14 days from the date of construction, complete as per specifications, drawings and as directed by the Engineer-in-Charge at all levels and lifts & all floors.
-
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-
for Basement and Ground Floor
25
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-
Demolishing existing RR wall & Reconstructing the same quantity in cement mortar 1:6 including providing required bond stones at 2.00metres c/c at all course, including providing required RR stones apart from stones obtained from existing dismantled wall at all levels for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. Note: 1) Dismantled RR stones should be neatly cleaned before using the same in at reconstruction purpose & usable stones shall be stacked properly before using it in work. 2) Required bond stones at 2 m c/c at all course shall be of precast PCC grade M15. 3) Required quantity of RR stones apart from the usable quantity of RR stones obtained from dismantled existing wall is included in the scope of this item. 4) All other materials for Cement Mortar, scaffolding arrangement is included in the scope of this item. 5) Necessary raking out joints (groove) at masonry joints to receive pointing to be done immediately each course of RR masonry completed. 6) About 20% quoted rate shall be released for dismantling & stacking work, balance 80% quoted rate shall be released once construction of RR wall completed.
210
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-
Providing plastering to the external surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 15mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
100
-
-
Providing Flush pointing over the random rubble masonry wall with cement mortar 1:3 using crushed stone sand at all levels including scaffolding, curing, forming grooves wherever necessary all as per specifications, drawings and as directed by Engineer-in-Charge.
825
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-
Providing and applying painting with two coats of rubber based paint over a coat of primer for kerb wall, medians, speed breaker and center/edge line marking including preparation of surface over plain or rough road surfaces complete all as per specifications and as directed by the Engineer-in-charge.
1450
-
-
Providing and painting centre line road marking of 10cm width using hot applied thermoplastic paints (White / yellow) conforming to ASTM D36 / BS – 3262, as per clause 803 of MoRT&H specification for road and bridge works (5th revision or latest) and as directed by the Engineer-in-Charge.
760
-
-
Supplying and fixing the ‘flame’ shape retro-reflective median marker on kerb of 3M make Flexible thermoplastic body with single shank, Fluorescent Type XI reflective sheeting. It should be tough, high impact resistant, injection molded termoplastic body which can be suite outdoor weathering characteristics, including the cost of macking drilling , fix on kerb using suitable adhesive etc., and as directed by the Engineer-in-Charge.
1275
-
-
Providing and fixing of 300mm Dia SS dummy bollards with 4mm wall thick and 750mm height at specified interval on road center to regulate the traffic, The SS bollards to be made with SS base plate of size 350X350X10mm at bottom and 4mm thick SS circular plate at top to be welded with 750mm height SS cylinder having 4mm wall thickness. The cost including make 4 number of holes at base plate and including the cost of providing & fixing 12mm dia 150mm long anchor bolt with nuts and washer arrangement for anchoring on road including made holes by drilling on road surface. Also the cost including of 4mm dia SS linking ring for joinging chain arrangement in between the bollards and three number of 50mm wide multi coloured reflective tape of 3M make to be paste over the bollards as per the drawing. Note: The cost including supply, transport, fixing at locations along the road and as directed by the Engineer-in-charge.
400
-
-
Providing, fabricating and fixing hand rail using 304 grade Stainless Steel pipes, Square sections etc. of approved size and make and quality by cutting to required size, welding, mirror / matt polishing , fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications complete. A sample to be fabricated and to be got approved by the Engineer-in-Charge before starting of work at site. This work to be executed through approved specialized agency.
500
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-
Providing and fixing SS 304 Grade concertina coil fencing of diameter 610mm using SRPBT Helix coil along with five nos. of SS-304 Harpoon Ripper wire, SS barbed wire, the barb type, pitch detail etc., as per IS 278 wire as per Material specifications as mentioned below including all erection fittings and fixtures on chainlink fencing top with a height of 3m to 5m from road level with necessary "J" & "C" Clipping at alternate intersection points between two wires, including suitable Hessian packing to prevent injury during transportation and handling, necessary scaffolding for working up to 5m height on both sides of chainlink fencing / RR wall and excluding MS GI angles.
Note: 1. Payment will be made based on the weight of the material actually erected in position and wastage will not be considered. 2. Manufacturer test certificate for SS material to be supplied for each lot brought to site.
250
-
-
Providing and laying non pressure NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 using crushed stone sand, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.
-
-
-
150mm dia NP2 class RCC Hume pipe
60
-
-
300mm dia NP2 class RCC Hume pipe
250
-
-
600mm dia NP2 class RCC Hume pipe
16
-
-
Supplying and fixing of FRP manhole cover - heavy class with load carrying capacity of 25 tonnes fied in for manhole cover, water tank cover etc., The rate including of Supplying and transportation, fixing at position with levels and alignment, also including the cost of cement mortar and labours to packing and finishing etc. all complete and as directed by Engineer-in- charge.
-
-
-
FRP manhole cover of size 600 x 900 mm.
4
-
-
Providing and fixing PVC rain water downtake pipes conforming to IS:13592 Type A and PVC SWR Fittings & specials conforming to IS:14735, ‘Finolex’ or other approved equivalent make of pipes, fittings & specials including jointing with seal ring / with PVC solvent adhesive including fixing in walls/columns using clamps, anchor fasteners, bolts and teakwood packing pieces, joint testing etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge.
-
-
-
PVC SWR Rain water pipe 160mm outer dia
350
-
-
Supplying and fixing of following size of uPVC pipe of SCH 40 of make "ASTRAL/PRINCE or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, fixing the pipe with clamps at 1.00 m spacing including cutting, threading and jointing with uPVC cement solvent, TURFLONG TAPE making necessary opening/chasing of the wall, flooring and making the work place to the original condition etc., and testing the line as directed by the Engineer-in-Charge .
-
-
-
150mm nominal size
60
-
-
Demolishing Stone rubble masonry (In cement mortar) at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead etc., all complete and as directed by Engineer-in-charge.
225
-
-
Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.
25
-
-
Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.
70
-
-
Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.
15
-
-
Shifting of MS structural steel members, MS plates etc. of various size, shapes, thickness and diameter including lifting and loading to the lorries with the help of crane with riggers and helpers and transporting to the specified locations with help of above said machineries and according to their group etc. complete including cost of machineries, tools, sling and required number of skilled and unskilled labourers etc, complete all as directed by Engineer-in-Charge. Note: Contractor is hereby advised to ensured that the necessary safety precautionary measures are to be taken at the time of shifting of materials and directed by the Engineer-in-charge.
0.75
-
-
Hire charges for excavator for removing the unwanted heavy materials at various site locations, including removing of tree roots, boulders and levelling etc., all complete and directed by the Engineer-in-charge.
50
-
-
Shifting and loading of unwanted materials at various site locations, cleaning the area, assisting in marking and measurements for temporary works and other miscellaneous unquantified works etc.
Note: If Job is allocated to the contractor he has to engage minimum one Unskilled man-power like helper, mazdoor, under general shift 9.00 to 17.30 hours per day for 1 unit.
50
-
-
Supply and Installation of 9 Meters Single arm/Double arm GI pole. (Refer Sec VI, Clause No.13.1 & 13.2).
-
-
-
Supply & Installation of 9 Meters high Hot dipped G.I street light pole including painting with PU paint, foundation EP, heavy duty GI cable entry pipe in 1:3:6 PCC foundation, excavation and refilling etc as per the drawing no:IGC/ESD/4013/5005/1-R1 for single arm GI pole and drawing no:IGC/ESD/4013/5005/3-R1 for Double arm GI pole including supply of GFRP boxes as per the drawing no: IGC/ESD/2021/6001/3, 40 NB heavy duty GI pipe,40 NB heavy duty long bend, Clamp for JB with 25 X 6mm Alu. flat ,1mtr 16mmDia SS rod with SS wire (2 runs) equivalent to 8SWG , 3C X 1.5 sqmm copper flexible cable, fixing fasteners etc as required.
84
-
-
Supply, Installation, Testing and Commissioning of following street light luminaries on RCC/Metalic poles of height from 7 M to 12 M as per the detailed specifications scope includes installation of external surge protection device wherever required. (Refer Sec VI, Clause No.16.1). - Catalogue No : Adornis Min 60W 4000k LED, CCT NON DIM GREY (PC) PRIME 60 POLE DIA LED, Item code STA0N06040NDGYP00050 or equivalent and Lamp Type LED.
89
-
-
Supply and Installation of Cast aluminium Junction box with FRP cover /GFRP box and LDR control unit. (Refer Sec VI, Clause No.13.7).
-
-
-
Supply the of GFRP box and LDR control unit installed at elevated level and as per the detailed specification.
5
-
-
Supply, installation testing and commissioning of Out door type sheet steel Enclosure box with streetlight controller (MS item will be measured separately) as per the detailed specification.
5
-
-
Supply and installation of following sizes of HDPE Pipes Direct in Ground.
-
-
-
Supply and installation of PLB 50/42mm HDPE Ducts including excavation for routing of Power /Telephone Cables as per the detailed specification.(Refer Sec VI, Clause No.4.1 & 4.2).
5250
-
-
Supply and installation of following sizes of PLB HDPE pipes in Built-in-trench as per detailed specification. (Refer Sec VI, Clause No.4.1 & 4.3).
-
-
-
Supply and installation of 50/42mm HDPE Ducts in Built in trench for routing of Power /Telephone Cables as per the detailed specification.
1300
-
-
Supply and installation of HDPE pipe across the Road
-
-
-
Supply and installation of 6mtr length DWC HDPE pipes, 200 mm OD / 175 mm ID with Coupler as required including cutting for crossing of existing road and excavation at a depth of 1200mm in all types of soil, backfilling, normalisation of road etc all complete and as directed by Engineer-in-Charge. 6mtr will be measured as 1No. (Refer Sec VI, Clause No.8.3).
60
-
-
Supply, Loading, Transportation, Unloading at site, installation, Testing and Commissioning of 1100 Volts Grade HRPVC insulated, Stranded Aluminium conductor armoured cables of following sizes in HDPE Pipes per the detailed specification. (Refer Sec VI, Clause No.3).
-
-
-
4 CORE X 16 Sq.mm, 1.1kV grade AHYYWY CABLE.
5300
-
-
Supplying, Loading, Transportation, Unloading at site, installation, Testing and Commissioning of 1100 Volts Grade HRPVC insulated, Stranded Aluminium conductor armoured cables of following sizes in built-in trenches, on walls, poles and through embedded pipes including supply of GI spacer, clamps etc and as per the detailed specification. (Refer Sec VI, Clause No.3)
-
-
-
4 CORE X 16 Sq.mm, 1.1kV grade AHYYWY CABLE
1900
-
-
Loading, Transportation, Unloading at site, installation, Testing and Commissioning of following size of LT/Telephone/OFC cable through the HDPE pipes as per the detailed specification enclosed. (Refer Sec VI, Clause No.4.5)
-
-
-
upto 3/4 C x 25 sq mm 1100 Volts Grade LT cable/ upto 20 Pair Telephone cable/OFC cable.
900
-
-
Loading, Transportation, Unloading at site, installation, Testing and Commissioning of 1100 Volts Grade PVC/HRPVC/XLPE insulated, Stranded Aluminium/copper conductor cables of following sizes in built-in trenches, on walls, poles and through embedded pipes including supply of GI spacer, clamps etc and as per the detailed specification (Note: Cable will be issued free of cost by the department).(Refer Sec VI, Clause No.3)
-
-
-
3/3.5/4core X Upto 25 sqmm
600
-
-
End Termination of the following sizes of Aluminium Conductor PVC Insulated and sheathed armoured UG Cable using Single Compression, Heavy Duty, Gland connecting the cable to the equipment such as Switches/Panel Boards etc. using Comet or equivalent make Aluminium crimping lugs as directed by Engineer-in-Charge. The rate shall include the cost of supply of Cable Gland and Lugs. The Contractor shall arrange for making holes wherever necessary for fixing cable gland. (Refer Sec VI, Clause No.10.1).
-
-
-
4 Core X 16 Sqmm
200
-
-
3.5/4 C x 35 sq.mm
8
-
-
End Termination of the following size Copper Conductor PVC/XLPE Insulated and FRLS sheathed armoured UG Cable using Single Compression, Heavy Duty, Siemens type Brass Gland connecting the cable to the equipment such as Switches/Panel Boards etc. using Copper crimping lugs as directed by Engineer-in-Charge. The rate shall include the cost of supply of Cable Gland and Lugs. The Contractor shall arrange for making holes wherever necessary for fixing cable gland. (Refer Sec VI, Clause No.10.1).
-
-
-
4C x 2.5 Sq.mm including cable gland earthing
10
-
-
Supply and Installation of MS Brackets, Supports, Frame work, Clamps, Base Channels, etc. fabricated out of angle / Channel / Rods etc. The rate quoted shall include the cost of fabrication / welding, cleaning and painting/ galvanising as follows including supply of required, fasteners, nuts, washers, etc.(Refer Sec VI, Clause No.11).
-
-
-
MS fabrication 1 coat primer & 2 coats synthetic enamel paint
300
-
-
GI: MS fabrication With hot dipped galvanising.
600
-
-
Supply and installation of the following sizes of copper wires in built in trench as per the detailed specification.(Refer Sec VI, Clause No.12.8)
-
-
-
8SWG copper wire
150
-
-
Removal of RCC Straight / Single / Double Arm / "Y" Poles/Spun pole/ Mettalic pole (8 Mtr to 14.5 Mtr height)/PTL from a location, transportation and re-installation of removed street light poles with lighting fixtures, junction boxes etc in specified location within a lead of 5 kms including excavation, back filing, providing 1:4:8 mudmat etc as per the detailed specification.
-
-
-
8 to 14.5mtr RCC straight/single/Y pole/ metallic pole
9
-
-
Removal from a location, transportation and storage of removed poles in specified location
-
-
-
8 to 14.5 mtr RCC straight/single/Y pole/ mettalic pole
91
-
-
Removal of various sizes of MS box / switch box from the wall / panel/ Street light JB (Refer Sec VI (MNC), Clause No.19).
91
-
-
Removal of termination of armoured cables of following sizes from electrical equipment or reconnecting of removed termination
-
-
-
Sizes upto 4C X 25 sq.mm
18
-
-
Removal of Street light fitting from poles and safe storage as instructed by Engineer-in-charge.
91
-
-
Supplying, Loading, Transportation, Unloading at site, installation, Testing and Commissioning of 1100 Volts Grade PVC insulated & sheathed Flexible Copper Conductor cable Conforming to IS:694 of size 3 Core x 1.50 Sq.mm
900
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-
Supplying, Installation, Testing and Commissioning of following Flood light luminaries on RCC/Metalic poles of height from 7 M to 12 M as per per the detailed specification. (Refer Sec VI, Clause No.16.1). Catalogue No : BVP192 LED145 CW NB FG GR PSU or equivalent and Lamp Type LED
15
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-
Retrieval of the existing one number PVC/HRPVC/XLPE insulated and PVC sheathed power cable of 1.1 KV grade of following sizes laid direct in ground including Removal of end termination, excavation of trenches, retrieving of bricks and back filling as per the detailed specification.(Refer Sec VI, Clause No.5)
-
-
-
3/3.5/4 Core Upto 25 Sqmm
3200
-
-
Rod Earthing
-
-
-
Supplying, installation and testing of Maintenance free earthing system (1x10feetx5/8inch copper bonded steel rod, 22 kg Ground Enhancing Material (GEM) ) as per IS: 3043 including RCC Chamber and RCC cover slab as per Drawing No.IGC/ESD/5060/1008/1 enclosed. (Refer Sec VI, Clause No.12.12).
6
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-
Supplying and installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with all the required accessories like round JBs, Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, on roof slab, column, beams etc as per the detailed specification.(Refer Sec VI, Clause No.27).
-
-
-
40 mm Dia 2mm, wall thickness Heavy Duty ERW Conduits with 75mm deep junction boxes
100
-
-
Supplying and Installation of Cast aluminium Junction box with FRP cover. (Refer Sec VI, Clause No.13.6).
-
-
-
Supply and Installation of GFRP Junction box for street light pole as per the drawing no: IGC/ESD/2021/6001/3.
5
-
-
Excavation of soil including refilling with excavated earth and disposing surplus earth at places as directed with in a lead of 10 Mtrs. and initial lift upto 1.5 Mtrs. including neat banking as per detailed specification. (Refer Sec VI, Clause No.2)
100
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-
Supplying, Loading, Transportation, Unloading at site, installation, Testing and Commissioning of one number of armoured Telephone cable of following sizes in direct in ground including excavation, sand cushioning, protective covering with chamber burnt/cement bricks on sides & top, refilling the trench and providing RCC route indicator etc as required. (Refer Sec VI, Clause No.3 & section V)
-
-
-
20 Pairs 0.63mm PIJF telephone cable.
670
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-
50 Pairs 0.63mm PIJF telephone cable.
1200
-
-
Supplying, Loading, Transportation, Unloading at site, installation, Testing and Commissioning of one number armoured Telephone cable of following sizes in built-in trenches, on walls, poles and through embedded pipes including supply of GI spacer, clamps etc and as per the detailed specification.(Refer Sec VI, Clause No.3 & section V)
-
-
-
20 Pairs 0.63mm PIJF telephone cable.
1730
-
-
20 Pairs 0.9mm PIJF telephone cable.
3000
-
-
50 Pairs 0.63mm PIJF telephone cable.
8600
-
-
Supplying, Loading, Transportation, Unloading at site, installation, Testing and Commissioning of following size of LT/Telephone/OFC cable through the HDPE pipes as per the detailed specification enclosed. (Refer Sec VI, Clause No.4.5)
-
-
-
12 Core SM unarmoured OFC cable.
13700
-
-
24 Core SM unarmoured OFC cable.
5500
-
-
Supplying and installation of following sizes of PLB HDPE pipes in Built-in -trench as per detailed specification. (Refer Sec VI, Clause No.4.1 & 4.3).
-
-
-
Supplying and installation of 40/33mm HDPE Ducts in Built in trench for routing of Power /Telephone Cables as per the detailed specification.
19120
-
-
Supplying and installation of of following heat shrinkable straight jointing kit Raychem/Sachem make (for underground burial) including all necessary splicing materials, mounting base tray and joint enclosures for the following OFC cables.
-
-
-
12 Core Single Mode (SM).
12
-
-
24 Core Single Mode (SM).
6
-
-
Supplying, installation, testing and commissioing of following Heat shrinkable cable jointing kit with UY connector for telephone cables of following sizes including excavation of soil, backfilling etc as specified (Refer sec VI, Caluse No.10.6)
-
-
-
20- PAIR 0.63mm dia. Heat shrinkable jointing kits for PIJF cable.
4
-
-
50 PAIR 0.63mm dia. Heat shrinkable jointing kits for PIJF cable.
12
-
-
Supplying and installation of FMS box with all required accessories and terminating the same in a 19" APW rack or wall mountable as per site requirement. (Refer Sec V)
-
-
-
12 Core SM FMS box
1
-
-
OFC cable performance test (Using OTDR equipment) on all cores and rectification of faulty cores as per the details mentioned in the scope of work. (Refer Sec V).
150
-
-
2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
-
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-
INR Zero Only
-
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