Odisha Hydro Power Corporation Limited Tender
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Costs
EMD
₹ 3,69,600Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_OHPCL_104890_1Bid Award Id
ViewTender No
e-Tender-06/2024-25_UKHEPTender Authority
Odisha Hydro Power Corporation Limited ViewPurchaser Address
-Website
http://http://ohpcltd.com/
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Documents
BOQ Items
Dismantling brick or stone masonry in lime or cement mortar above 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead and as per the directions of Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
1.59
2642
1662.21
At the level of 603.5 m & 593.7m
0.5
916
1832.59
At level of 587.5m
0.5
1010
2020.44
Dismantling and removing i.e. cement concrete including stacking the useful materials for reuse and removing the debris away from work site with all leads and lifts as per direction of Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
1.02
853
836.28
At the level of 603.5 m & 593.7m
0.5
461
922
At level of 587.5m
0.5
508
1016.5
Dismantling and removing R.C.C. columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead and as per the directions of Engineer-in- Charge.
-
-
-
Service Bay at 598.5m
0.25
413
1655.13
At the level of 603.5 m & 593.7m
0.25
456
1824.78
At level of 587.5m
0.25
502
2011.82
Dismantaling old cement plaster as per the dirctions of Engineer-in-Charge
-
-
-
Service Bay at 598.5m
592.26
33285
56.2
At the level of 603.5 m & 593.7m
353.21
21884
61.96
At level of 609.5m
650.78
46680
71.73
Dismantling, removing and cutting of M.S. reinforcement bar of existing glass brick / block and proper care & precaution must be taken for working in the power house & transformer deck area and for not damaging any equipment, transformer etc. including stacking the good glass brick for reuse and lowering the debris with in 50M lead and taking out debris by truck within 5 Km up to dumping yard with all cost of labour charges, machineries, T&P etc. Complete as per direction of Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
431.9
452397
1047.46
At the level of 603.5 m
2.64
2765
1047.46
At level of 618.5m
196.04
205344
1047.46
Filling in Foundation and plinth with sand watered and rammed (Labour & material) as per the diections of Engineer-in-Charge.
3.69
3363
911.59
Cement Concrete (1:4:8) with 4cm. size hard granite metal as per the diections of Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
3.69
19234
5212.51
Cement Concrete (1:2:4) with 12mm. size hard granite chips as per the diections of Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
2.74
19727
7199.83
At the level of 603.5 m
1
8115
8115.31
R.C.C. work of M-25 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying and as per the diections of Engineer-in-Charge.
-
-
-
Ground Floor
9.13
55880
6120.5
Rigid and smooth centering and shuttering for R.C.C works including false works and dismantling them after casting including cost of materials complete. For R.C.C foundation and plinth band footings bases of columns mass concrete pre-cast slabs etc and as per the diections of Engineer-in-Charge.
-
-
-
Ground Floor
15.26
3761
246.51
Rigid and smooth centering and shuttering for R.C.C works including false works and dismantling them after casting including cost of materials complete. R.C.C. beams, column, grider and bressmer, etc and as per the diections of Engineer-in-Charge.
-
-
-
Ground Floor
18.59
22052
1186.23
Supply M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of reinforcement and binding wire 18 to 20 gauge For ground floor and as per the diections of Engineer-in-Charge.
-
-
-
Ground Floor
12.78
116146
9088.17
Brick work with flyash bricks having crushing strength not less than 75 kg/Sq.cm. in cement mortar (1:4) in plinth and foundation and as per the diections of Engineer-in-Charge.
4.68
21447
4582.9
For Superstructure Brick(1:4)
-
-
-
Service Bay at 598.5m
0.5
2308
4616.23
At the level of 603.5 m
0.5
2699
5398.92
At level of 618.5m
0.5
3535
7070.75
20mm thick Cement Plaster (1:6) with wax based white Pigmented curing compound (Sika Antisol E (WP)) & anti- shrinkage compound over brick Masonry and as per the diections of Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
715.46
211575
295.72
At the level of 603.5 m
353.21
112691
319.05
At level of 618.5m
650.78
233382
358.62
Scraping old paint with scrappers, sand papering and washing with soap water or soda including scaffolding charges up to 5m. Height and as per the diections of Engineer-in-Charge.
5320.85
40066
7.53
Priming 1 coat with any appproved Primer of any approved shade over the Exterior surface of walls including cost, conveyance, royalties, taxes of all materials, cost of labour with T & P required for the work complete as per direction of Engineer-in-charge.
-
-
-
Service Bay at 598.5m
1974.21
162418
82.27
At the level of 603.5 m & 593.7m
1177.37
104774
88.99
At level of 609.5m
2169.27
226840
104.57
Painting two coats with approved paint on new wood/steel work (Labour +Material) for ground floor and as per the diections of Engineer-in-Charge.
-
-
-
Ground Floor
100
18530
185.3
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work of SAIL of 310 grade as per IS: 4923 , IS 1161, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete and as per the diections of Engineer-in-Charge.
-
-
-
Ground Floor
44.72
682197
15254.86
Supplying, fitting & fixing of Granite Tiles of minimum Above 0.40 sqm. (20mm thick) of approved make in floors laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc. required for the work all complete incl. rubbing as per direction of the Engineer-in-Charge.
-
-
-
Service Bay at 598.5m
30.39
85256
2805.4
Supply, fitting and fixing of stainless steel railing of 304 grade with chain and as per the diections of Engineer-in-Charge.
15
21791
1452.74
Exterior cladding of Power House building
-
-
-
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base framework of ACP cladding is payable under the relevant items of Aluminium. the contractor shall provide curtain wall with aluminium composite cladding having all the performance characteristics all complete as per the Architectural drawings as per description, as specified as per the approved shop drawings and directed by Engineer-in-charge. Howver for the purpose of payment, only the actual area on the external face of the curtain wall with ACP cladding shall be measured (Including width of groove) in sqm.upto 2 decimal places.
4402.88
18027548
4094.49
Providing and supplying aluminium extruded tubular and other aluminium sections of JINDAL/HINDALCO or equivalent as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 etc as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved design to withstand the design wind pressure confirming to IS-875 part-III, necessary for fabrication of extruded aluminium frame work complete as per direction of Engineer-in-Charge.
17611.52
7418852
421.25
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base framework of ACP cladding is payable under the relevant items of Aluminium. the contractor shall provide curtain wall with aluminium composite cladding having all the performance characteristics all complete as per the Architectural drawings as per description, as specified as per the approved shop drawings and directed by Engineer-in-charge. However for the purpose of payment, only the actual area on the external face of the curtain wall with ACP cladding shall be measured (Including width of groove) in sqm.upto 2 decimal places.
140.87
576790
4094.49
Extra for Supply and fixing of 3M type IV prismatic facia with 1170 (3M) lamination over ACP clading for engraving of tribal art, pictures etc. and as per the diections of Engineer-in-Charge.
52.8
613578
11620.8
202 grade 3D SS LETTERING
400
100000
250
Providing and supplying aluminium extruded tubular and other aluminium sections of JINDAL/HINDALCO or equivalent as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved design to withstand the design wind pressure confirming to IS-875 part-III, necessary for fabrication of extruded aluminium frame work complete as per direction of Engineer-in-Charge.
5468.49
2303601
421.25
Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:
-
-
-
(b) Microwave cured EPDM gaskets, Bracketing system with MS hot dip galvanized brackets designed to accommodate three dimensional movements with SS 316 Nut bolt with washers, SS-304 Screws for All Fabrication , SS 316 grade fasteners and anchor bolts of Hilti / Wurth, nylon separators to prevent bi-metallic contacts,1.0 mm thk aluminium trims and flashings to seal the gaps between curtain wall and the building structure all complete required to perform as per specification in conjunction with BOQ. The EPDM Gaskets shall be of micro cured with shore A hardness of 60-65. Amee rubber or Maharastrapolymer or Osaka or Equivalent with micro curing facility shall be approved suppliers.
-
-
-
c) The system design shall be based on Pressureplate and cap system & design shall include pressure equalization with minimum 2 barrier gaskets for improved weather performance, drainage at all floor levels, Transom shall be overlap with mullion to have proper drainage to mullion. The design to accommodate building movements, thermal expansions & the seismic movements. The system shall be designed considering surface temperatures of 80-90 deg Cel & temperature differential of 25 deg cel without creating excess stress in the system. All metal joints in the wet area shall be small joint sealant applied to ensure water tightness. Each glass panel shall be coushioned with EPDM gasket and press fitted with EPDM coushioned Pressureplate.
-
-
-
(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
-
-
-
(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, vetted from IITs/NITs/reputed Govt. Colleges and dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge.DAR-Vol-II, clause No.25.2.
575.63
1785322
3101.51
Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) of Saint Gobain make or any approved make vision panel units of size and shape as required and specified, comprising of an outer heat strengthened Outerlite glass 6mm thick, of approved colour and shade with reflective soft coating on surface of approved colour and shade, an inner Heat strengthned clear innerlite 6mm thick, spacer tube 12mm wide filled with Argon , dessicants, including primary seal and secondary seal (structural silicone sealant) etc. for the required performances, as per the Architectural drawings & as per approved shop drawings, as specified and the IGU shall be assembled in the factory/workshop of the glass processor all compete etc. as directed by the Engineer-in-Charge. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm gap filled wiTH ARGON + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement and as per the diections of Engineer-in-Charge.
575.63
1881377
3268.38
Supplying, fitting & fixing of 80mm thick Paver Block in floors of approved make laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge.
22.3
13567
608.4
Supplying and fixing of Pre cast kerb stone of size 600mmx300mmx150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984 and as per direction of the Engineer-in-charge.
100
24955
249.55
B) EXTERNAL ELECTRIFICATION WORK OF UPPER KOLAB POWER HOUSE, BARINIPUT, KORAPUT.
-
-
-
Installation, Testing and commissioning of 90 watt street light luminaire on G.I.Pipe brackets duly fixed on existing pole with Suitable size M.S. clamps, Nuts and Bolts I/C wiring the same with 2 X 1.5 Sq.mm +1 x 1.5 sq mm FRPVC copper conductor cable including finishing the wall etc as reqired. (Market rate)
24
54888
2287
Supply of outdoor street light luminaire suitable for 1 no. 90W LED lamp complete with all acessories with 1 no. 90 watt lamp.(Make- WIPRO or equivalent to Philips/LT/Trilux) (Market Rate)
24
150480
6270
Supplying, Erection, Fixing, connection & testing of 120 W LED special type Flood Light of die cast aluminium housing with frame & toughened glass, IP 66 protection vide panasonic cat no. PFLM19AB8 or equivalent reputed make of Philips/WIPRO/LT / Panasonic or equivalent reputed make & model A catagory, ISI marked as approved having 2 years warranty as approved make G.I. cover box including MCB box & including Auto On off provision with foundation as per the drawing for inspection as required & as per direction of Engg-in-charge.(Market rate)
44
552332
12553
Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing as required as per direction of Engg-in-charge. (S/R 2010)
180
11520
64
Providing and fixing 25mm X 5mm copper strip on surface or in recess for connections etc. as required as per direction of Engg-in-charge.
15
15810
1054
Supplying, Erection, Fixing, connection & testing of Panasonic 40 LED GATE Light of PPTM02408 of Panasonic make or equivalent of Philips/ WIPRO/LT or equivalent reputed make A category ISI marked as approveed maintenance free having 2 Years warranty G.I. pipe with bracket including MCB box & including with foundation as per direction of Engg-in-Charge.
4
41888
10472
Supply and laying of one number PVC insulated armoured and PVC seathed XLPE Al. conductor power cable of 1.1 KV grade POLYCAB/FINOLEX/HAVELLS or equivalent reputed ISI Marked Make of following size cables as per direction of Engg-in-Charge. Necessary test report & Warranty certificate to be submitted to thedepartment for genuinity of product & to avail free after sales service within warranty period for acceptance .(Market Rate)
-
-
-
3.5 core X 35 sq.mm
270
58970
218.41
Laying of PVC insulated PVC Seathed / XLPE power cable of 1.1 KV grade size not exceeding 25 sq.mm direct in ground in the trench in one horizontal formation including excavation, sand coushing protection covering and refilling the trench etc as required as per direction of Engg-in-charge.(S/R 2010)
180
29880
166
Laying of PVC insulated PVC Seathed / XLPE power cable of 1.1 KV grade size not exceeding 120 sq.mm from 25 sq.mm in surface with shaddle and screw etc as required as per direction of Engg-in-charge. (S/R 2010)
60
9480
158
Supplying and making end termination with brass compression gland and aluminium lugs for following mentioned size cable as per direction of Engg-in- Charge. (S/R 2010)
-
-
-
3.5 core X 35 sq.mm
8
3192
399
S/I/T & Commisioning of LT OUT DOOR Floor mounted cubical type MCB Enclosure made out by 2m CRCA steel sheet duly derusted & painted by simens gray powder cote paint is designed as G.A. drawing.(FOR USE) with 20A TPN MCB 01 No. Legrand/Schneider/L&T/ABB or equivalent make & model as per direction of Engg-in-charge. Necessary test report & warranty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period 2 years of acceptance of materials.
1
2044
2044
Supplying, laying of 3C X 2.5 sq.mm copper flexible cable with insulated cover of reputed make ,ISI marked with all other concerned materials as per direction of Engg-in-Charge. Necessary test report & warranty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period 2 years of acceptance of materials
250
26250
105
Providing, fixing and laying of following dia HDPE pipe (medium class) in ground complete with fitting incl. trenching (75 mm depth) and refilling as per direction of Engg-in-charge. Necessary test report & warranty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials.
-
-
-
50 mm dia
80
32800
410
S/I/T & Commisioning of LT OUT DOOR Floor mounted cubical typetimer panel with 32A 4P MCB, 40A TP CONTACTOR, TIMER with 15 nos. 10A SP MCB C as per direction of Engg-in-charge. (Equivalent model each item of Legrand/Schneider/L&T/ABB or equivalent make & model) Necessary test report & warranty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for 2 years after acceptance of materials.
1
25159
25159
Supplying and fixing following way prewired SP&N MCBdistribution board of steel sheet for 240 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) (S/R 2010)
-
-
-
2 + 12 way, Double door
4
9264
2316
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts,"C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Single pole
40
5720
143
Single pole and neutral
4
1376
344
C) SIGNAGE
-
-
-
Providing, erecting and fixing of 3M type IV prismatic facia retro-reflectorised informatory sign with 1170 (3M) lamination over ACP.
19.8
230091
11620.8
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