Info Tech Corporation Of Goa Limited Tender
View complete overview of Goa ITG Tender
Costs
EMD
₹ 28,15,246Document Cost
₹ 30,000Tender Fee
₹ 6,000
Summary
Development Of Parking Bay/pavement Works At Greenfield Emc In Tuem Village Of Pernem Taluka (2nd Call)
Description
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Contact
Tender Id
2022_ITG_6220_1Bid Award Id
ViewTender No
Parking bay/Pavement works/EMC-TUEM/21-22/188/2325Tender Authority
Info Tech Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Earthwork in excavation over areas (exceeding 30cms in depth, 1.50m in width as well as 10sqmts on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc as directed by Engineer etc. all complete including refilling, dressing of sides ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer. Extra for additional depth of 1.5m or part thereof (Blasting Prohibited).
235
-
492.5
Earthwork in excavation in foundation, pipeline trenches, drain (not exceeding 1.5m in width or 10 sq.m. on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc. as directed by Engineer etc. all complete including refilling, dressing of sides, ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer upto depth of 1.5m (Blasting Prohibited).
9060
-
427
Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines grades and cross sections as per MORTH Specification 301
75507.5
-
95
Supplying and filling in plinth under floors, trenches including watering ramming g consolidating, dressing, complete.(b) Moorum
556.5
-
710
Transportation & carriage of Material
-
-
-
By mechanical transport including loading, unloading and stacking : Earth at 1 Km
41967.2
-
245
By mechanical transport including loading, unloading and stacking : Soling at 1 Km
62950.8
-
276
SECTION B - LATERITE MASONARY WORKS
-
-
-
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. (Available on site)
2509
-
1103.5
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
62.5
-
5116
Brick work using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with bricks of class designation 40 kgs / cm2. in superstructure upto floor five level. : 230 x 110 x 80 mm
110
-
7816
Half brick masonry using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with bricks of class designation 40 kg/cm2 : Above plinth upto floor V level 200 x 95 x 95
66.5
-
846
Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 coarse sand ) in foundation and plinth size of blocks (30 x 20 x 15) : In foundation and plinth
747
-
7224
Pre-cast cement concrete solid blocks masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 coarse sand ) in partition walls size of blocks (30 x 20 x 10)
4164.5
-
769
SECTION C - PLAIN CEMENT CONCRETE WORKS
-
-
-
Providing & laying cement concrete 1: 1.5: 3 (1cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
2396
-
6689
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
948.5
-
6297
Supplying and fixing Pre-cast cement concrete kerb-stones(factory made,the factory should be ISO certified and registered under Directorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification. (a) Size 30 cm L x 50 cm H x 15 cm T
1208.5
-
663
SECTION D - FORMWORK
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-
-
Centering and shuttering including strutting , propping etc. and removal of form for.
-
-
-
Foundations, Footings, Bases for columns
3526
-
394
Vertical surfaces such as retaining walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
9873.5
-
467
Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan)
86.5
-
590
Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth
1448
-
410
Suspended floors, roofs landings, shelves & their supports
21
-
615
Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates
-
-
-
Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only
401.5
-
766
Columns, Pillars, Posts & struts (circular or curved in plan)
90.5
-
691
SECTION E - REINFORCED CEMENT CONCRETE WORKS
-
-
-
Providing and laying in position machine batched concrete (BMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to the site of laying but excluding the cost of centering , shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer-in-charge. M25 grade of reinforced cement concrete by using 410kg of cement per cu.m. of concrete. All works upto floor V level. (Note:- RMC Can be accepted if required by the contractor, But without any additional financial Implications)
141.5
-
7412
Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size)
-
-
-
All works upto plinth level
376.5
-
6518
In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
325
-
7214
Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Directorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reinforcement, Certificate from manufacturer shall be produced indicating grade of concrete and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.
-
-
-
Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity.
363
-
1300
Supplying and fixing in position factory made Pre-cast RCC boundary stones confirming to IRC-25-1967 in concrete grade of M-20 with 20 mm nominal size granitic/basaltic aggregate compacted by means of mechanical vibrator in a smooth form of finish and 6mm dia bars in five no.s. stirrups and two number inverted 'U' size bars etc. complete (Excavation, bed concrete to be paid separately)
Circular 150 mm dia at top 200 mm dia at base and 900 m length.
680
-
447
SECTION F - STEEL REINFORCEMENT & STRUCTURAL WORK
-
-
-
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
70270
-
71
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yield Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
48760
-
118
Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint
-
-
-
In R.S. joists, channels, angles, tees
70
-
8439
In flats of all sizes
2.5
-
7590
SECTION G - PLASTERING, PAINTING, ROOFING & FLOORING
-
-
-
6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand)
184.5
-
156
12mm cement plaster 1:4 (1 cement : 4 coarse sand)
927.5
-
191
18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand), including grooves and plaster bands as per design, finished with sponge.
12323.5
-
283
Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
937.5
-
85
Wall painting (two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
701
-
94
Painting three or more coats with acrylic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.
12163.5
-
166
Painting three or more coats with standard exterior sand texture elastomeric paint coating based on synthetic resin emulsion for creation of various texture patterns of approved brand and manufacture. Rate includes substrate treatment, primer coat, texture coats of minimum 3 mm thick & weathershield or equivalent exterior paint.
290.5
-
771.5
Precast plain cement chequered tiles 22 mm thick of required shades laid in floors, treads of steps and landing on 20 mm thick bed of Cement mortar 1:4 (1cement : 4 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete.
a) Light shade using white cement
6203
-
1248
Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. Dark & Light Shades
164.5
-
825
Providing and fixing Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps and dados, jointing with grey cement slurry @3.3 kg per sqm, including pointing/grouting in white cement mixed with pigment of matching shade complete. : 600 x 600 mm - Dark & light Shades
166.5
-
1070
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer : Flamed finish granite stone slab.: Jet Black
97
-
4631
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade, area of slab over 0.50 sqm. : Jet Black
89.5
-
3968
Providing and fixing in position Glass mossaic tiles at finished plain/flat/curved/inclined surface of size 10-50 mm square x 4 mm in all colour, design , fixing in customize design as per direction of Engineer. The glass mosaic tiles to be fixed on the surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer.
230.5
-
1294
Providing and fixing colour coated galvalume roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.
286
-
698
Providing & fixing in position Galvalume/Zincalume flashings, cappings, ridges, gutters upto 600mm/610mm girth and min 3.00m in length (cold Rolled Steel 550 MPa yield Stress ASTM A 446 Grade E) with hot-dip metallic coating of aluminium-zinc alloy(AZ 150 galvalume) (150 gms/sqm total of both sides with Al-Zn Composition= 55% & 43.5% resp. & 1.5% Si conforming to ASTM 792/ AS 1397) 0.45 mm base metal thickness and 0.50mm total coated thickness, factory cut at all heights for roof, side & gable cladding complete in all respects with AZ 150 GSM SMP color Coated (20mic exterior coat of Silicon Modified Polyester paint system over 5 mic primer and 5 mic polyester back coat over 5 mic primer) incl. fixing to purlins with no 12x14x55mm mechanically galvanised hex head self drilling screws of the best quality as per AS-3566 class 3-4 approved, which should be compatible to be used with sheets. with integral washers and EPDM seals etc. Silicon sealant non-hardening neutral cure type shall be applied at all end laps, complete as directed.
182
-
401
Concept design and shop drawing (to suit the building structure) supply and fixing VMZINC 25/430 or equivalent double lock standing seam roofing system (thickness: 0.7mm) with crest height of 25 mm thick consisting of fixing clips made of stainless steel to connect the zinc panel to the Hat section., Comprising of the following layers. The zinc roof cladding system shall consist of the following elements to form a rigid, non-ventilated and watertight support base for installation of the VMZINC QUARTZ pre-weathered zinc roofing sheets. The roof system shall comprise of the following described from top to bottom: i) Top Layer – VMZINC 25/430 from VM Building Solutions Bagnolet, France or equivalent profiled sheeting manufactured from Zinc alloy ZnTiCu as specified in EN 988, minimum thickness of 0.7 mm and The zinc roof sheets shall have a protection on its underside consisting of a 60 micron thick composite acryl ate-urethane protective coating. The protective coating eliminates any risks related to possible corrosion due to contact with incompatible materials and where the underside of the roof sheets is not ventilated and finish as approved by Engineer-in-Charge. ii) Ant abrasive breathable membrane laid at the underside of zinc panels.
-
-
-
iii) 0.47mm TCT Hi-Tensile steel sheets profile with nominal 3.5 mm deep ribs at pitch of nominal 48 mm centre to centre distance 550 MPa Yield Strength. iv) GI Strips 1mm thick 100mm wide v) GI Top Hat Z Section 1.5 mm thick vi) One side Aluminium Foil Rockwool Insulation layer with 100 mm thickness having 64 Kg /m3 Density vii) Solid Steel liner type Trapezoidal sheeting 28-25/198-250, 0.50 mm thick 550MPA, 25 microns polyester coated hot dip galvanized steel . With all required system accessories such as fixing clips, flashings, eaves, gables, etc., as per shop drawings, specifications and as directed by the Engineer-in-Charge.
Physical characteristics of pre-weathered VMZINC roofing sheets: (I) Density: 7.2kg/dm3
(II) Thermal expansion coefficient: 0.022 mm/m x ºC (III) Melting point: 420 ºC (IV) Re-crystallization point: 300 ºC (V) Heat conductivity: 110 W/ (m.K) (VI) Electrical conductivity: 17Ms/m QUARTZ ZINC® pre-weathered characteristics: The pre-weathered zinc façade sheets shall have a grey appearance, similar to that of the natural patina which forms on zinc after months of atmospheric exposure.
-
-
-
The Engineer reserves the right to reject any finishes which do not conform to the specification. The pre-weathered zinc roofing sheets shall be rolled zinc, alloyed with copper and titanium, conforming to the European Standard EN 988, which has received a pre-weathering surface treatment. The pre-weathering treatment is a chemical conversion of the metallic zinc surface into zinc phosphate. The mean characteristics of this thin conversion deposit are as follows: (I) Nature: quadric-hydric zinc phosphate (II) Weight: 70 mg/dm2 (III) Thickness: about 2 micron (IV) Solubility: insoluble in water (V) Tone: luminous luminance Y=25 Characteristics of the protective coating PLUS (=Protective coating Laid Under Side) The zinc roof sheets shall have a proprietary protection on its underside consisting of a 60 micron thick composite acryl ate-urethane protective coating. The protective coating eliminates any risks related to possible corrosion due to contact with incompatible materials and where the underside of the roof sheets is not ventilated. Compatibility between materials Acceptable contact materials include: (I) Lead (II) Aluminium (III) Galvanized Steel (IV) Stainless Steel (V) Timber such as pine, spruce, poplar and Scots pine
-
-
-
VMZINC roofing
156
-
13307
VMZINC Plain / Solid Cladding
187.5
-
12997.5
VMZINC Perforated Cladding
333.5
-
12997.5
SECTION H - DOORS & WINDOWS
-
-
-
Providing & fixing flush door shutters decoration type core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering with vertical grains and cross bands and face veneers on both faces of shutters. : (b) 35mm thick including anodized aluminium butt hinges with necessary screws:
15.5
-
3212
Providing and fixing 1.00mm high pressure decorative Laminates (glossy/ matt) on wooden surfaces like doors, windows. The laminate should comprise of layers of specially selected paper, impregnated with melamine and phenolic resins pressed and hardened under heat and high pressure and should ensure strong bonding, resistance to boiling water and chemical and increase dimensional stability. Including cost of adhesive, nails during fixing etc. complete
30.5
-
704
Wood Finish Wood Core FRP (Fiber Reinforced Polymer) Door Shutter
Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by using tray system with seasoned hard wood, moisture less than 17%, wooden styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) and printed matt having wooden textures used along with UltraVoilet Resistant resin to give the clear texture on the door. The core of shutter will be filled with MR 2nd grade Block Board. The Shutter to be water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory.
Accessories - i) S.S. Hinges 4 " - 3 no, ii) S.S.latch - 1 no, iii) Tower Bolt 5 " - 2 no, iv) Handle 5 " - 2 no : Shutter Thickness - 40 mm
10.5
-
6552
FRP (Fiber Reinforced Polymer) Frames with Wood Finish
Manufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door. The frame will be water proof as well as mild acid/ alkali resistant manufactured in an ISO 9001- 2008 certified company : Specified Cross Section of 4” x 2 ½ “
30
-
933
Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: windows with two sliding shutters using 18 mm series shutters section. and Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section. Plain glass
15.5
-
2773
Providing and fixing powder coated aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vole & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge and Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section: Adjustable louvered windows - Figured glass
8
-
2262
Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge & Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section: Fixed windows/ ventilators matching with 4.5 mm series shutters. : Plain Laminated glass
21.5
-
2518
Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for folling shutterstop cover and spring.
21.5
-
2335
Providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size. b) 40 x 3 mm flat iron hold fast, 15 cm long
14
-
87
Providing and fixing bright finished brass handles with necessary screws etc complete : 125 mm
7
-
107
Providing & fixing chromium plated brass tower bolts (barrel type) with necessary screws complete.
(a) 250 x 10 mm
7
-
337
Providing and fixing bright finished brass door latch with necessary screws etc complete : 250 x 16 x 5 mm
7
-
272
Provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete.
7
-
309
Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screws.
1484.5
-
109
SECTION I - ROAD WORK
-
-
-
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . (Available on site)
2700
-
402
Construction of granular sub-base by providing coarse graded granitic or basaltic material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH Specification 401 : For Grading II Material
1350
-
2847
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 as per MORTH Specification 406
1620
-
3099
Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m
4500
-
17
Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminous surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
4500
-
422
Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smooth wheeled roller and vibratory roller to achieve the desired compaction, using antistripping agent complete as per MoRT&H Specifications Clause 504
-
-
-
Grade-I (40mm nominal size)@ 4% of Bitumen-Mix : Antistripping agent @ 0.5% of bitumen content
337.5
-
7346
Providing and laying dense graded bituminous macadam with 40-60 TPH Drum Mix type HMP producing an average output of 50 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder by specified percentage of weight of total mix and filler, transporting the hotmix to work site, with all leads laying with a hydrostatic /hydraulic paver finisher with sensor to control the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction using antistripping agent complete as per MoRT&H Specifications Clause 507
-
-
-
Grade-II (19mm nominal size) Bitumen @ 5% of weight of mix : Antistripping agent @ 0.5% of bitumen content
337.5
-
9011
Providing and laying 30 mm thick Bituminous/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminous binder at 6.5 % by weight of total mix and filler using Antistripping agent transporting the hotmix to work site with all leads and applying a tack coat @f 2.00 kg/10sq.m. with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MORT&H specifications clause 509 and 503
-
-
-
Antistripping agent @ 0.5% of bitumen content
4500
-
340
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803
468
-
468
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORTH Specification 803
604.5
-
65
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
995
-
233
Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manufactured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. 80 mm thick in all colours except grey (M40 grade)
10260
-
1693
Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502.
9000
-
29
SECTION J - SOIL INVESTIGATION
-
-
-
Mobilisation of plant, equipment's, personnel, tools, plants and all accessories complete for land boreholes to the work site and clearing of plant, equipment's, personnels etc. complete from the work site after the completion of the work and as per the direction of Engineer in Charge.
1
-
41442
Shifting and setting up of the drilling equipments at each borehole location.
4
-
2916
Land boring of HX / NX size borehole through sand, silt, clay including mixed boulders, shingles, ordinary / soft rock including all types of laterite rock using double barrel rotary drilling equipment and casings wherever required as per the Engineer in charge : Upto 30 m from ground level of boring
71
-
1407
Extracting undisturbed samples by using appropriate sampling equipment of size 75 mm / 65 mm as per the guidelines shown in relevant Indian Standard Specification, labelling etc. at all depths, stratas and transport to the laboratory complete.
25
-
487
Extracting disturbed samples by appropriate sampling equipment and placing them in airtight plastic jar, packing, labelling as per guidelines shown in relevant Indian Standard code and transporting he samples to the laboratory complete.
20
-
171
Conducting standard penetration test as per IS-2131-1981 (with upto date amendments ) and as directed by the Engineer in charge.
38
-
587
Determination of natural moisture contents (IS-2720, part II) - 1969 with upto date amendments.
11
-
237
Determination of liquid and plastic limit (Atterberg's limits), plasticity index, conforming to IS-2720, part V) - 1970 with upto date amendments.
11
-
658
Grain size analysis of soils by using sieves (sieve analysis)
11
-
475
Determination of specific gravity of soil as per IS 2720 (part III) - 1980 with upto date amendments.
11
-
304
Conducting shear strength test (box shear)
11
-
854
Conducting unconfined compression test.
11
-
850
Finding out wet and dry density
11
-
442
Determination of bulk density of soil sample.
11
-
287
Determination of pH value
1
-
362
Determination of sulphate and chloride
1
-
1279
Preparation and submission of final report in quadruplicate indicating samples and general description of the strata met, different levels, faults and strong joints, inflow of water, depth and strike of bedding and cleavage etc. (in rock percentage of recovery to be ascertained by means of core samples), specific recommendations regarding bearing capacity, permissible variation in bearing capacity due to increase or decreases in depth of foundation levels for foundation works, stability of embankments, settlement of different depths including a note on settlement of clayey strata indicating N-Q values etc. and results of field test and laboratory test together with soil profile complete. : Irrigation schemes
1
-
27903
SECTION K - PLUMBING & SEWERAGE WORK
-
-
-
Supply of Domestic Water Meter, horizontal inferential, Multi Jet type with magnetic drive and dry dial suitable for ambient 50 degree C temperature duly sealed against tampering complete with couplings at both ends and conforming to Class B as per IS 779/1994,(Reaffirmed:2004)with amendments 1 to 5 with ISI mark along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labours with ISI mark with Plastic Cover & Brass Body. b)20 mm
3
-
2323
Providing and fixing brass stop cock (heavy) of approved quality :(b)20 mm nominal bore
3
-
313
Fixing water meter & stop cock in G. I. Pipe line including cutting & treading the pipe and making long screw etc. complete (cost of water meter and stop cock to be paid separately)
3
-
387
Proving and fixing white vitreous China water closet squatting pan (Indian type w.c. pan) size 580 mm with 100 mm sand cast iron P. or S trap 10 litres high level P.V.C. flushing cistern (of approved make) with fittings, rack bolts 32 mm diameter P.V.C telescopic flush pipe with fit tings and clamps 25mm P.V.C. over flow pipe with specials & mosquito proof coupling of approved municipal design and nylon pull complete cutting and making good the walls and floors where required. : Long pan pattern W. C. Pan
3
-
5555
Proving and fixing white vitreous China water closet squatting (European type w.c. pan) with seat and lid, C.P. brass hinges and rubber buffers 10 lts. High level P.V.C.. flushing cistern (of approved make ) with fittings, rack bolts 32 mm diameter P.V.C. telescopic flush pipe with fit tings and clamps 25mm P.V.C.. over flow pipe with specials & mosquito proof coupling of approved municipal design and nylon. chain and pull complete, cutting and making good the walls ad floors where required. : W.C. pan with white plastic seat and lid.
2
-
6197
Providing and fixing white vitreous China flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 430 x 265 mm sizes respectively with PVC automatic flushing cistern with fittings, R.S. or C.I. brackets, standard size galvanized steel flush pipe and spreaders with brass unions & G.I. clamps complete, including painting of cistern and fittings, cutting and making good the walls and floors where required.: a) One urinal basin with 5 litres p .v .c. automatic flushing cistern
6
-
11869
Providing 20mm thick marble slab to urinal partitions with cement complete
4.5
-
4499
Providing and fixing vitreous China wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required. : Flat back wash basin size 550 x 400mm with a single 15 mm C.P. brass pillar taps.
5
-
5122
Providing and fixing NICKEL chrome plated copper alloy Fancy BIB Cock Short Body Jaquar make or equivalent. Confirming to IS 8931;1993 :15mm nominal bore
5
-
868
Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 :15mm nominal bore
4
-
1148
Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers.
4
-
2080
Proving and fixing multi-connection floor trap (deep seal) with 150 mm x 150 mm square S.S grating with anti-cockroach trap assembly for above ( deep seal ).
10
-
512
Providing and fixing NICKEL chrome plated copper alloy Fancy concealed stop cock with sheet flange, Jaquar make or equivalent. Confirming to IS 8931;1993 : 15 mm nominal bore
6
-
568
Providing and fixing NICKEL chrome plated copper alloy Fancy BOTTLE TRAP ECONOMY TYPE 32MM Jaquar make or equivalent. Confirming to IS 8931;1993
11
-
1345
Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : 25 mm nominal bore .
7
-
880
Providing and fixing rigid PVC S.W.W.(Soil, waste & rain water) drainage pipes of approved make including lubricants etc. complete ( single / double socketed)
-
-
-
110 mm dia
20
-
290
75 mm dia
20
-
154
Providing and fixing rigid PVC bend for ( of approved make) for S.W.R. drainage pipes of approved make including lubricants etc. complete bend with door
-
-
-
110 mm dia
12
-
358
75 mm dia
12
-
162
Providing and fixing RPVC vent cowl : 110 mm dia
3
-
63
Providing and fixing Single Tee of rigid PVC for ( of approved make) for S.W.R. drainage pipes of approved make including lubricants etc. complete with door
-
-
-
110 mm dia
12
-
555
75 mm dia
12
-
246
Providing and fixing Single "Y " of rigid PVC for ( of approved make) for S.W.R. drainage pipes of approved make including lubricants etc. complete with door
-
-
-
110 mm dia
8
-
181
75 mm dia
8
-
114
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 m. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Concealed work (medium duty SDR 13.5 pipe) including cutting chases and making good the walls etc
-
-
-
15 mm nominal outer dia CPVC pipe
18
-
157
20 mm nominal outer dia CPVC pipe
24
-
208
25 mm nominal outer dia CPVC pipe
30
-
268
Providing & fixing G.I. pipes complete with G.I. fittings including trenching & re-filling etc. (external work). : 32 mm nominal bore
12
-
237
Providing and fixing non return valve of approved quality :25 mm nominal bore
2
-
572
Providing and fixing rigid PVC S.W.W.(Soil, waste & rain water) drainage pipes of approved make including lubricants etc. complete ( single / double socketed)
-
-
-
160 mm dia
25
-
303
Making soak pit. 2.5 m dia 3 m deep with 45x45 cm dry brick honey comb shaft and S.W. drain pipe 100 mm diameter, 1.8 m long complete filled with laterite stone aggregate 125 to 180 mm surrounded by laterite stone aggregate of 40 mm and down gauge as per standard design.
2
-
28215
Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
-
-
-
Inside size 90 x80 cm and 60 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg.)
5
-
13938
Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg).
2
-
9635
Providing and fixing ball valve (brass) of approved quality : Low pressure with copper. floats : 25mm nominal bore
4
-
927
Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996. : 1000 lit. capacity
4
-
7738
SECTION L - MISCELLANEOUS WORK
-
-
-
Conducting Detail Engineering & topographical Survey by using Electronic Total Station,plotting of Plot boundaries, tree,Electric poles , compound wall ,structures ,roads taking spot levels at 5 x 5 m. interval and preparation of Contour plan at 1.00 m. interval & submission of Auto Cad drawing with two hard copies & one soft copy on C.D. (Rate inclusive of all Taxes applicable)
597125
-
1
Supplying and fixing Stainless Steel 4 seaters benches of grade 304 having dimensions LxBxH=1500 x 430 x 430mm : Material Used 2"x1"mm S.S 304 SWG16 rec. tube, 25x25 S.S Square tube, 50x50 Square tube. Excavation for fixing the bench in 1:2:4 PCC and making good the PCC surface.
15
-
13257
Rebars : Drilling of holes in RCC for required depth with drill machine and cleaning the same with wire air blower and grouting the rods with HILTI HY-170 chemical for following rod sizes and depth. : 10mm rods for depth of 100-150mm
6160
-
139.5
Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows complete with G.I. Fittings incl. Painting of pipes and fittings with white paint of approved quality incl. A priming coat with a ready mixed primer for new works incl. Providing R.C.C. 1:2:4 rail posts of size 0.15 x 0.15 x 1.00 M with base of 0.25 x 0.25 x 0.3 m at every 2 mts intervals and double rail post with a bar drawings inclusive of cost of reinforcement etc. all complete including white wash washing of rail posts etc. all complete.
1480
-
1406
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)
371.5
-
2642
SECTION M - SOLAR WORK
-
-
-
Design, Manufacture, Supply, of 200 KWp Solar PV System, With Solar 100 Kw x 2 Nos True sine wave output Solar Grid Tied Inverter along with necessary cables & hardware
1
-
11615000
Installation, Commissioning of 200 KWp system
-
-
-
Supply, Installation & Testing of second cubical along with 0.5S CTs & PTs
-
-
-
Supply, Installation & Commissioning of 10 KVA 120 VDC Solar Inverter along with 12 V 150 Ah Battery (Qty 10 Nos.) with 445 watts solar panel (Qty 30 Nos.). Inverter Input Voltage 230 V Nominal Three Phase 50 Hz Input, 230 Volts Output. ( Brand: - Inverter : WAAREE or equivalent Battery : WAAREE or equivalent Panel : WAAREE or equivalent )
1
-
843755
SECTION N - INTERIOR WORK
-
-
-
Providing and placing Table of required size having following Specifications : 4 Seater Dinning Table of PVC(Poly Vinayl Chloride) material. Overall Table Size : 1135mm(L) x 1175mm(B) x 750mm(H) . Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
2
-
1265
Providing and placing PVC(Poly Vinayl Chloride) chairs of required size having following Specifications : BACK SIZE : 46.6 cm. (W) x 59.6 cm. (D) . SEAT SIZE : 46.0 cm. (W) x 48.0 cm. (D). Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
8
-
632.5
Providing and placing Single Foldable Bed having following Specifications : Single Foldable Bed of size (970mm x 2046mm x 901mm). Bed Structure consist of metal frames . Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
4
-
4025
Supply and installation of full height steel almirah having following specifications: With 4 Shelves shall have an overall size of 900mm (W) x 450mm (D) x 1830 mm (H) . Material used shall be prime quality CRCA(Cold rolled close annealed) steel with approved antirust treatment - panels from 0.6 mm thick & front frame . Shelf shall be 0.8 mm thick .Configuration (Door) shall be full height steel hinged door . Locking shall be Plastic Recessed Handle cum Cam lock with 3 way locking mechanism with shooting bolt arrangement . Height wise adjustable shelf mounting , Uniformly distributed load capacity per each full shelf shall be 80 Kg maximum . For Plain 4 Nos. of adjustable full shelves . The top shall be metal and Epoxy Powder coated finish to the thickness of 50 microns . Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
2
-
15525
WORKING DESK WITH PEDESTAL SIZE (1500 mm x 750 mm x 728 mm)
-
-
-
Supply and installation in position Working Desk with CPU Hanger of size 1350 Width mm x 750 Depth mm x 728 Height mm . Top shall be 18 mm thick Pre laminated particle board all work surface edges shall be having duly sealed with 2 mm thick PVC edge beading. Understructure Modesty Panel 18 mm thick Pre laminated particle board . The Rectangular frame shall be fabricated component in 1.2 mm thick CRCA ( cold rolled close annealed steel ), Finish : powder Coat ( epoxy polyester) . Leg shall be fabricated component in 38 mm x 25 mm 1.2 mm thick MS ERW ( Electrical Resistance welding) tube ,finish powder coat ( epoxy polyester).The plastic cap for cable travel shall be injection moulded polypropylene and leveller glide shall be nylon 6 & MS bolt. The storage shall be having shelves and drawer trays 0.6 mm thick CRCA, Finish powder coat (epoxy polyester) plus the drawer front shall be 0.8 mm thick CRCA Finish powder coat (epoxy polyester) plus lock with 10 lever and handle and leveller. The wire management shall be horizontal wire carrier 0.7 mm thick CRCA( cold rolled close annealed steel ) Finish powder coat (epoxy polyester) and vertical wire carrier 0.8 mm thick CRCA Finish powder coat (epoxy polyester). Finishings and color shades shall be as approved by the Engineer.
6
-
37842
COFFEE TABLE -SIZE ( 120cm x 60cm x 37.8cm)
-
-
-
Supply and installation of Coffee Table having following specifications: Overall dimension of the table shall be 1200mm(L) x 600mm(W) x 378mm (H).Table material shall consist of ; Table top : shall be made up of MDF table top 18mm thick with 1mm thick decorative laminate ; All work surface edges shall be having duly sealed with 2 mm thick PVC edge beading. Legs: Solid rubber wood and Colour : of the table and legs shall be Cappuccino. Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
1
-
13799
CORNER TABLE - SIZE (63cm x 45cm x 45cm)
-
-
-
Supply and installation of Corner Table having following specifications: Overall dimension of the table shall be 530mm(L) x 450mm(W) x 453mm (H).Table material shall consist of ; Table top : shall be made up of MDF (medium density fiberboard) table top 18mm thick with 1mm thick decorative laminate ; All work surface edges shall be having duly sealed with 2 mm thick PVC( Poly Vinayl Chloride) edge beading. Legs: Solid rubber wood and Colour : of the table and legs shall be Cappuccino. Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
2
-
9931
OFFICE CHAIRS WITH ARMREST
-
-
-
Supply and installation of Office Chairs for staff having following Specifications: BACK SIZE - 46.0 cm. (W) x 50.5 cm. (H).SEAT SIZE - 46.0 cm. (W) x 48.0 cm. (D). The seat should be made of Injection moulded Plastic outer & inner. Plastic Inner should be upholstered with fabric as approved by the Engineer and moulded Polyurethane foam. The back should be made of 1.2 ±0.1cm. hot-pressed plywood & upholstered with fabric and moulded Polyurethane foam and back covers. The back foam should be designed with contoured lumbar support for extra comfort. The HR polyurethane foam should be moulded with Density = 45 ±2 kg/m³ and back hardness load 12 ± 2 kgf and seat hardness load 16 ±2 for 25% compression. Back cover should be injection moulded in black Polypropylene. The armrests have only Up-Down adjustment- 8.0±0.5cm (8 positions) which should be provided in armrest structure. Armrest Top should be made up of PU with metal insert fitted on the armrest structure.The adjustable tilting mechanism should be as approved. The pneumatic height adjustment has an adjustment stroke of 10.0±0.3 cm. The pedestal should be 66.1±0.5 cm pitch-center dia.(76.1±1.0 cm. With castors.)5 Nos. twin wheel castors should be injection moulded in Black PP having 6.0±0.1cm wheel Diameter and assembled to pedestal. All features shall be in compliance with BIFMA(Business and Institutional Furniture Manufacturer's Association) requirements.Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
3
-
9408.5
VISITORS CHAIRS WITH ARMREST
-
-
-
Supply and installation of Office Chairs having following Specifications: BACK SIZE : 46.6 cm. (W) x 59.6 cm. (D) . SEAT SIZE : 46.0 cm. (W) x 48.0 cm. (D). The Cushioned seat should be made of Injection moulded Plastic outer & inner. Plastic Inner should be upholstered with foam laminated fabric, as approved by the Engineer and moulded High Resilience Polyurethane foam of Density 45±2 kg/m3,and hardness load 16 ± 2 kgf for 25% compression. The Cushioned back should be made of PU Foam with insitu moulded MS E.R.W ( Electrical Resistance welding) Round Tube of size 1.9±0.03cm x 0.16 ±0.0128cm. It upholstered with foam laminated fabric.The armrest top should be moulded from polyurethane(PU). The Armrest structure should be powder coated (DFT 40-60 micron).The powder coated (DFT 40-60 micron) tubular frame should be cantilever type & made of 02.54±0.03 cm x 0.2±0.016 cm thk MS ERW tube.The back connected to frame through powder coated (DFT 40-60 micron) high pressure die cast connector piece. All features shall be in compliance with BIFMA (Business and Institutional Furniture Manufacturer's Association) requirements. Finishings and color shades etc as per the given specifications or of equivalent approved make as approved by the Engineer.
9
-
8363
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