Goa State Urban Development Agency Tender
View complete overview of Goa GSUDA Tender
Costs
EMD
₹ 12,54,606Document Cost
₹ 20,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2023_GSUDA_12299_1Bid Award Id
ViewTender No
F.43/3/GSUDA/E-TENDER/38/1558Tender Authority
Goa State Urban Development Agency ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kinds of soil
757.25
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Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. (a)All kinds of soil
921.15
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
601.55
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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: (a)All works upto plinth level
654.55
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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
114.85
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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in all sizes in superstructure from floor I level upto floor V level.
112.54
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Brick work using common burnt clay building bricks in cement mortar 1:4 (1 cement cement : 4 coarse sand)With bricks of class designation 75kg/sq.cm (wire cut bricks) in superstructure upto floor five level. b)In superstructure upto floor five level.
3.38
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Centering and shuttering including strutting , proping etc. and removal of form for : (i)Foundations, Footings, Bases for columns
627.02
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Centering and shuttering including strutting , proping etc. and removal of form for : (ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
3895
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Centering and shuttering including strutting , proping etc. and removal of form for : (iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
237.2
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Centering and shuttering including strutting , proping etc. and removal of form for : (iv) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth
248
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Centering and shuttering including strutting , proping etc. and removal of form for : (xiii) Suspended floors, roofs landings, shelves & their supports
125
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Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates (i) Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only
14
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Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates (iv) Cornices and mouldings
227.72
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) (a) All works upto plinth level
62.83
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) (b)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
17.17
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) (c) in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level
60.41
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Reinforced cement concrete work 1:11/2:3 (1 cement: 11/2 coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering, shuttering & reinforcement, in sloping or battering surface (slabs, beams, louvers, etc) (i) Where inclination to the horizontal does not exceed 30°
1.38
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
2866.07
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Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. (b)Moorum
5.25
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Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level(iv) M-25 grade of concrete
624.63
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Providing TMT steel reinforcement bars of SAIL, TATA,VIZAG make only(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.
83196
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6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand)
138
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12mm cement plaster 1:3 (1 cement : 3 fine sand)
888
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18 mm thick cement plaster in two coats under layer 12 mm thick cement plaster1:5(1cement: 5 coarse sand ) and top layer 5 mm thick with cement plaster 1:3 ( 1 cement :3 coarse sand ) finished with sponge. (External)
1612
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Neat Cement punning
77.23
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Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give even shade.
475
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Painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete.
495
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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.
313
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Painting (two or more coats) with synthetic enamel paint of approved brand and manufacture in all shade or new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture to give an even shade
34
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Finishing wall with superior quality waterproofing cement paint (super snow hem or equivalent) of required shade on new work (three or more coats) to give an even shade
1119
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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. (a) Jet Black
12.9
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Providing and fixing vitrified/ceramic antiskid tiles (320x320) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complet
97
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Providing and fixing Kota stone tread tiles 35mm thick in single piece with rounded of nosing antiskid groove laid on and including 20mm (average ) thk bed of cement slurry including pointing with pigmented cement slurry to match the shade of the slab, cleaning etc. complete.
440
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Providing and fixing coloured ceramic tiles spartek or equivalent of 12"x12"( 399 x 150mm cut size) 6mm thick in skirting and dados on 12mm thick cement plaster 1:3(1cement :3coarse sand) and jointed with cement slurry complete.
113
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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 (a)Jet Black
1
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Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) (a)25 mm thick.
57
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Precast plain Cement Tacktiles 32mm thk of required shade in floors, treads of steps and landing laid on 25mm bed of cement mortar 1:4(1cement:4coarse sand) jointed with neat cement slurry with pigment to match the shade of tiles including rubbing and polishing complete.
2
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Providing and laying granite of 25mm+ thick to be laid over the sandwitch of cuddapah slab of25mm thick for platform counter for fixing wash basins of given size with necessary cutting the edges, rounding,providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/Cuddapah stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. for plumbing lineswith water tight joints as directed by Engineer-in -charge as per drawing .
4
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Providing and fixing coloured ceramic tiles spartek or equivalent of 12" x 12" size and 6 mm thick in floors , treads of steps and landing on 25 mm thick bed of cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete.
2.35
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Providing and fixing coloured ceramic tiles spartek or equivalent of 12 " x 8" size and 6 mm thick in skirting and dados on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete.
1
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Providing and fixing Kota stone tread tiles 35mm thick in single piece with rounded of nosing antiskid groove laid on and including 20mm (average ) thk bed of cement slurry including pointing with pigmented cement slurry to match the shade of the slab, cleaning etc. complete.
1.35
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Kotah stone slab flooring over 25 mm thick in risers of steps, skirtings, dado & pillars laid on 12mm (average) thick cement mortor 1:3 (1 cement : 3 coarse sand) & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete.
27.5
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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: Adjustable louvered windows.(c) Figured glass
3
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Proving and fixing anodised alluminium 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: Window with two or three sliding shutters using 14.5/15 mm series shutters section. (b)Plain glass
10.44
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FRP (Fiber Reinforced Polymer) Frames 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- 2015 certified company. Specified Cross Section c) 4” x 2 ½ “
42.1
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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 havingwooden textures used along with UV 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 – 2008 certified factory.Accessories:
i) S. S. Hinges 4” - 3 Nos
ii) S. S. Latch - 1 No
iii) Tower Bolt 5” - 2 Nos
iv) Handle 5” - 2 NosShutter Thickness :35mm
15.2
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Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section
14.05
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Providing and fixing bright finished brass door latch withnecessary screws etc. complete. b)250 x 16 x 5 mm
3
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Providing and fixing bright finished brass handles with necessary screws etc complete a)125 mm
1
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Providing and fixing chromium plated brass sliding door bolt with bolts, nuts and screws etc. complete. (b)250 x 16 mm
1
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Proding and fixing M.S. Fan clamp type 1 of 16mm dia. M.S. bar bent to shape with hook ends in R.C.C. slab during laying including painting the exposed portion of lop, all as per standard design complete.
1
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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. b) Ornamental grills
58
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Providing and fixing G.I. chain link mesh (sample to be approved by the Enginner-in -Charge)fixed with angle iron posts and struts by G.I. or M.S. staples at 20cms apart with welding with the iron posts (placed at 1.80m centre to centre) well anchored in the R.C.C. wall including providing M.S. Structural members at top and bottom as per the strutural drawing with 3.0.m height etc. complete as per the direction of the Engineer – in – charge (angle iron posts struts, earthwork and concrete for fencing posts and struts to be paid separately)
1103
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Providing and laying at the site of work a football playing Turf of Product Model :EbacoTitanium 50mm Multi SportsTurf or PRO-F-PRIME50-LG&DG-LATEX or it's equivalent of approved product code and firm for the football ground with all the fixtures and accessories, satisfying all the product technical specifications provided including FIFA certification; from the FIFA Approved Agency and as approved by the Engineer-in-Charge to be laid on the approved prepared surface following necessary detailed technical specifications of the manufacturer of the material .The Turf to be laid at proper slope, alignment, covering horizontally and vertically dimensions of the plot as per the approved drawing with sufficient anchorage as specified at the ends for preventing peeling-off etc. complete including all charges of material, labour, technical support etc. The cost shall include the charges for testing the playing surface so prepared by the experts before commissioning and shall be maintained by the contractor for one year from the date of commissioning at his own cost. Storage of the material will be at the risk and cost of the contractor. (Contractor shall measure the actual area before procurement and will be paid for actuals and bear the all the expenses for procurement of the material ). The synthetic sports surface manufacturer must have recent certification from ISO 9001 and ISO 14001:2004. Manufacturer Warranty of product should not be less than 10 years.(contractor has to bear all the cost and arrange all permissions for interstate transit of goods). 1.Pileheight: 50mm 2.Turf gauge: 5/8inch; stitch rate 14/10cm. 3.Colour : Light Green And Dark Green. 4.Dtext:12,000Monofilament 5.Backing : Triple layers +latex 6.Roll weight : 340kg per roll 7.Roll size:13.12x131.23=1722Sq.ft. 8.In fill: Infill of silica sand dust and rubber granules is must in ratio of 3.0Kg/Sq.ft. and 0.30Kg/Sq.ft. 9.Ground markig as per FIFA guidelines including 2 years of maintenance of turf, including replcaement of turf whereever necessary.
6145
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GSB Sub-base : Providing and laying at the site of work a Granular Sub-base to be laid in layers beneath the Turf for the football playing ground with graded material of type granitic or basaltic of sizes as specified in the approved drawing and as directed by the Engineer-in-charge compacting to extent of voids availability of 10% of the total volume to be attained by packing with lower sizes etc. complete including all charges of material, labour, machinery & technical support. The sub-base to be laid with a slope as stated in the drawing horizontally and vertically. Sub-base will also include Perforated pipes of specified Diameter pores/holes (strainer pipes) to be surrounded by the filer media made of mixtures of granitic or basaltic aggregates of 20mm nominal sizes and down grade and with Geo-textile of recommended company to prevent the blocking of the holes of the pipe and for the proper drainage of water. Testing of the sub-base for it's functioning is to done before laying of the turf.(cost for Excavation, Geo-textile, concrete curbing and perforated pipes will be paid separately through item for that work.).1. Base Preparation :Excavation to a depth of 0.05m to remove all weeds and grass from its roots removing existing soil as required. 2. Filling of ground to give appropriate slope of 2degree for water to flow out of ground .Perimeter drainage with perforated drainage pipes covered with geotextile connected to main drains 3. Compaction of sub-base with 10Ton vibration roller as required to make ground firm. 4. Laying of geo-textile overlapping at the joints. 5. Grading and even spreading of stone jelly layer consisting of 40/20/10-12mmcom for compacting with roller strong base so vertical drainage is possible as base is porous. Base is 10cms. 6. Curbing details: concrete curbing on all one side of minimum depth equal to sub-base(4inch)plus 1.50inch above curbing so that players do not trip and for ease of movement.
2198
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Providing and installing of a pair of Football Goal Post with nylon Net of approved brand and quality satisfying all the required technical specifications including FIFA certification for the finished product .The product shall required to fulfil in whole the specification laid down by the Sports Authority of India and it's all accessories including nylon Net etc. complete. All the assembly has to be fixed on the ground in accordance to guidelines as specified by the Sports Authority of India with due approval of the authority so appointed for this job including cost of all labours, materials and the technical staff taxes etc. complete. (Sample of the items shall be approved by the authority before procurement).( contractor has to bear all the cost and arrange all permissions for interstate transit of goods ). (cost for Excavation,Geo-textile and perforated pipes will be paid separately). * Football Goal Post , *Branded Epoxy Paint, *Made with branded high-quality MS Steel Pipe in 4" Dia & Branded Epoxy Paint, *Rust & Corrosion Free, *Zero Vibration, *Size : 24 Feet x 8 Feet, *Back Support of 1.5"., *Special Nylon hooks for Net Two goal post at two ends of the ground .
1
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Supplying and laying of HDPE pipes -110mm nominal Dia. site of work including loading, unloading, stacking, transit insurance etc. complete bearing ISI mark &conforming to IS: 4984-1995 & made from PE 100 resin Class IV (10 kg/cm2)and with all accessories. The pipes to be laid in the trench with slope as stated in the drawing. Perforations to be made in the pipes at regular spacing of specified diameter of pores/holes (strainer pipes) to be surrounded by the filer media made of mixtures of granitic or basaltic aggregates of 20mm nominal sizes to prevent the blocking of the holes of the pipe and as specified for the proper drainage etc. complete as directed by the Engineer-in -charge .(contractor has to bear all the cost and arrange all permissions for interstate transit of goods). (cost for Excavation and Geo-textile will be paid separately).
1414
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Supplying and installation, fixing 'NYLON NET' all around verticle net garware make or it's equivalent 50mmx50mmx2.50mm thick as approved by the engineer-in-charge.Top Net 50x50mm x1.75mm thick.WireRope complete fixing of wire ropes of 5mm with turnbuckleand dog clips. etc. complete .( contractor has to bear all the cost and arrange all permissions for interstate transit of goods including storage of the goods). Including 2 years maintenance including replacement of nylon whereever necessary.
1070
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-
Providing & laying of minimun 80mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 and above grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/ shape laid in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all completed as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant. Size: 210mm x 150mm x 80mm thick (Type: Rectangular Type Pavers) (a)Grey Colour
850
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Providing & laying of minimun 80mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 and above grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/ shape laid in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all completed as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant. Size: 210mm x 150mm x 80mm thick (Type: Rectangular Type Pavers) (b) Other Colours
850
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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. (a) In R.S. joists, channels, angles, tees
7.66
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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. (b) In flats of all sizes
0.94
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Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. (b) In tees, angles, flats and channels
24.1
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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 Yeild 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.
30902.4
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Providing entrance gates at the site with full swing arragements including locking systems as per the approved drawings with side M.S. round columns and proper Hinges using Steel work in built up tubular (round, square or rectangular hollow tubes,M.S. flats 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 Yeild 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 forclear openings (a) 3.0m-2Nos. and (b)6.0m on the prepared surface etc. complete as directed by Engineer-in charge.
795
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Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
801
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Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
801
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Supplying and fixing of Factory made Precast RCC slabs 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 reincforcement, Certificate from manufacturer shall be produced indicating grade of concret 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. (a) Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity.
841
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-
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
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-
Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufacturers. *PER BAG OF 50 KG. OF CEMENT USED IN THE MIX.
505
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Providing and fixing G.I. sheet of 26 S.W.G. for using in construction/Expansion joint wherever necessary as per directions of the Engineer-in-Charge.
497
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-
Providing and applying indepth crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (Retaining Wall) ( AS PER MANUFACTURES SPECIFICATIONS) For vertical surface two coats @ 0.70 kg per sqm
81.4
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Providing and applying indepth crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (Retaining Wall) ( AS PER MANUFACTURES SPECIFICATIONS) For horizontal surface one coat @1.10 kg per sqm
86.15
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Providing and laying saucer drains of cross section 0.30m x0.15cm deep as shown in the dawing with neat surface including cost of concrete, rubble packing ,centering and shuttering etc. Complete as directed by the Engineer-in Charge
180
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-
Providing and laying Geo-textile for drainage application from approved brand and quality for Football ground satisfying IS.codesIS162(Part-3),1992 and IS16393,2015 including material cost, labour as directed by the engineer-in –charge and as per approved drawing etc. complete (Sample of the items shall be approved by the Engineer-in-charge before procurement).( contractor has to bear all the cost and arrange all permissions for interstate transit of goods including storage of the goods and will be paid for actuals).
6016
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Providing and fixing Colour coated Plus galvulium roofing Sheets of 0.45mm thick double ribbed trapezoidal profile coated 1080mm with cover width of 1020mm including all the accessories (JSW or equivalent make ) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in
86
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-
Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth above 610mm) including all the accessories complete as per the directions of the Engineer in charge.
22
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-
Provide and fix a wooden decorative Eaves Board to the roof rafters as shown in the drawing made up of frame of sagwan/teak wood type and batten of section 20mm x15mm thick fitted on wooden frame asper the pattern shown .The assembly to be fitted with chromium plated screws s as directed by the Engineer-in charge etc. complete.
3
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-
Providing, supplying and laying in position coloured tile roofing of make Monier Elabana concrete tile /Lafarge or with approved equivalent brand , with battens laid by mortar 1:3( 1cement : 2 fine sand)of section 0.04cms x 0.025cms or as directed by the Engineer-in-charge over the R.C.C. slab at c/c distance of 30cmsetc.complete. The colour and the size of the tile as stated in the approved drawing .
12.5
-
-
Providing, supplying and laying in position coloured Ridge tiles roofing of make Monier Elabana concrete tile /Lafarge or with approved brand with cement mortar 1:3( 1cement : 2 fine sand)and filling the all openspaces with mortar etc. complete as directed by the Engineer-in-charge etc.complete. The colour and the size of the tile as stated in the approved drawing .
6
-
-
Providing and fixing Prince or equivalent make PVC SWR half round eaves gutter with bolts, nuts and flat iron brackets 40 x 3 mm size complete. (a) 140 mm nominal size
28
-
-
Extra for providing and fixing prince or equivalent make PVC SWR running outlet with 2 clamps for socketed half round eaves gutters. (a) 140 mm nominal size
2
-
-
Extra for providing and fixing prince or equivalent make PVC SWR short stop ends for socketed half round eaves gutters. (a) 140 mm nominal size
2
-
-
Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
3.6
-
-
Providing and fixing in position S.S. hand rail in main stair case, and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials, etc. complete.
84
-
-
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 cister (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. (b)Orissa pattern W.C. Pan
1
-
-
Proving and fixing white vitreous china water closet squating (European type w.c. pan) with seat and lid, C.P. brass hinges and rubber buffers 10 lts. low level P.V.C.. flushing cistern (of approved make ) with fittings, rack bolts 32 mm diameter P.V.C. telescopic flush pipe with fittings and clamps 25 mm 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 and floors where required. (b)W.C. pan with black plastic seat and lid.
3
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-
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 galvanised 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. (b) Range of two urinal basin with 10 litres pvc. Automatic flushing
1
-
-
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. (c) Flat back wash basin size 550 x 400mm with a pair of single 15 mm C.P. brass pillar taps.
5
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-
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.
5
-
-
Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws (a) 750 x 20 mm size
10
-
-
Providing and fixing wall mounted U-shaped rail with hinges and wall mounted Grab Bar of approved make and product code as directed by the Engineer-in-charge etc. Complete with all accessories. (a) wall mounted U-shaped rail with hinges
1
-
-
Providing and fixing wall mounted U-shaped rail with hinges and wall mounted Grab Bar of approved make and product code as directed by the Engineer-in-charge etc. Complete with all accessories. (b) wall mounted Grab Bar
1
-
-
Providing and fixing square-mouth S.W. gully trap grade ‘A’ complete with c.i. grating brick masonry chamber and water tight C.I. cover with frame of 300 x 300 mm size (inside the weight of cover to be not less than 4.53 kg). And frame to be not less than 2.72 kg as per standard design : (b) 150 x 100 mm size –P or S type
3
-
-
Providing and fixing rigid PVC S.W.W. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: (a) 110 mm dia
52
-
-
Providing and fixing rigid PVC S.W.W. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: (b)75 mm dia
25
-
-
Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. drainage pipes of approved including lubricating. (a) 110 mm dia
11
-
-
Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. drainage pipes of approved including lubricating. (b) 75 mm dia
2
-
-
Providing and fixing nahani trap of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : (a) 110 mm dia
4
-
-
Providing and fixing nahani trap of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : (b) 75 mm dia
3
-
-
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)
1
-
-
Supply of Domestic Water Meter, horizontal inferential, Single Jet S-100 or equivalent 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 of IS:4064 Standard and will bear EEC Certification Mark along with life cycle certificate from FCRI or NABL and guarentee period of 12 months, suitable for maximum working pressure of 16 kg /sq.cm. Dia in mm 15
1
-
-
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: 1 1/2: 3 mix (1 cement: 1 1/2 coarse sand ; 3 graded stone aggregate 20mm nominal size foundation concrete 1:1 1/2:3 mix (1 cemet ;1 1/2 coarse sand :3 graded stone agrregate 20mm 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. (d) Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610 mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg).
2
-
-
Providing and fixing R.P.V.C. vent cowl: (a) 110 mm dia
2
-
-
Providing and fixing R.P.V.C. vent cowl: (b) 75 mm dia
3
-
-
Providing and fixing chlorinated ployvinyl 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 mt. 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. (I) SCH-40 (blue)/(white) Outer Dia in mm (a) 15 mm nominal outer dia pipes
30
-
-
Providing and fixing chlorinated ployvinyl 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 mt. 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. (I) SCH-40 (blue)/(white) Outer Dia in mm (c) 25 mm nominal outer dia pipes.
40
-
-
Providing and fixing chlorinated ployvinyl 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 mt. 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. (I) SCH-40 (blue)/(white) Outer Dia in mm (d) 32 mm nominal outer dia pipes.
25
-
-
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer in charge.(External work (heavy duty SDR 11 pipe) © 25 mm nominal outer dia pipes.
20
-
-
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer in charge.(External work (heavy duty SDR 11 pipe) (d) 32 mm nominal outer dia pipes.
30
-
-
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer in charge.(External work (heavy duty SDR 11 pipe) (e) 40 mm nominal outer dia pipes.
40
-
-
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer in charge.(External work (heavy duty SDR 11 pipe) (f) 50 mm nominal outer dia pipes.
150
-
-
Providing and fixing NICKEL chrome plated copper alloy Fancy CONCEALED STOP COCK WITH SHEET FLANCE 20MM Jaquar make or equivalent. Confirming to IS 8931;1993 (a) 20mm nominal bore
5
-
-
Providing & fixing (4’) 100 mm sand cast iron grating for gully floor or nahni trap.
7
-
-
Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw
5
-
-
Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : (d) 32 mm nominal bore
1
-
-
Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : (e) 40 mm nominal bore
3
-
-
Providing and fixing non-return valve of approved quality : (b) 32 mm nominal bore .
2
-
-
Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards.
4
-
-
Providing and fixing NICKEL chrome plated copper alloy Fancy Two Way Bib Cock with single knob and wall flange conforming to IS 8931:1993 15mm nominal bore.
4
-
-
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. (c) 1000 lit. capacity
4
-
-
Providing weep holes in Brick masonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mmdia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce.Complete as per drawing and Technical specifications
366
-
-
Construction of a Cattle Trap of size as per the approved drawing by excavating a trench and providing sidewalls and bed concrete including centering and shuttering etc. complete along with following details:1) with M.S. Flat 45 mm x 10mm size 2mm thick to be welded to the ISMB 100 as shown in the drawing and the G.I. Pipes of 50mm dia. 'C' Class then to be welded to the flat and applying two or more coats with superior quality ready mixed paint over an coat of ready mixed primer of approved brand and manufacturer to all the units etc. complete. The frame to be embedded in the concrete wall with cover of at least 5.0cms.(Excavation,concreteand steel will be paid separately).
20
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-
Providing and fixing Team cabins and seating arrangement of the approved brand, quality and manufacturer inclusive of freight ,all taxes, labour, material, accessories, etc. Completeas directed by the Engineer -in -charge ( contractor has to bear all the cost and arrange all permissions for interstate transit of goods).
2
-
-
Carriage of debris from the site of work like excavated earth, rock boulders,vegetation etc, and disposing the same to a distance of 2.00Kms.including all lead and lifts etc. complete by means of tipper truck( contractor to indentify the site of disposal at his own cost and risk).
10
-
-
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mts. lead.
60
-
-
Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
3.6
-
-
Dry stone pitching 22.5 cms thick using laterite stone of approved quality including supplying of stone and preparing surface etc. complete.
150
-
-
Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2. Outer Dia in mm (a) 63mm
200
-
-
Providing at store or site work non-pressure RCC pipes of with collar joints conforming to IS:458-2003 revised as per amendment No.11 , including freight, carting, loading, unloading, stacking etc. complete. (II) NP3 Class, Dia. In mm (c) 150
35
-
-
Conveying carefully from stack at site, 250m from both sides rolling and lowering into trenches, laying and jointing true to line and level, RCC spun pressure and non pressure pipes of various classes, specials including collar and perfect linking of joint with jack to correct position including cost of jointing material in cement mortar 1:2, necessary hydraulic testing, curing of cement mortar etc. complete (II) NP3 Class, Dia. In mm (b)150
35
-
-
Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : (g) 65 mm nominal bore .
2
-
-
Providing and fixing non-return valve of approved quality : (e) 65 mm nominal bore .
2
-
-
Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the engineer in-charge. Outer Dia in mm (a) 63mm
20
-
-
Setting of drilling rig on the drilling site and its shifting after completion of bore wells, drilling 203/150mm dia bore hole in all types of starta up to a maximum depth of 100mts and collecting and supplying representative simple of all soil rock strata encountered during drilling etc. complete. Over burden drilling 203mm dia and drilling through rock should be 150mm dia. Dia. Of the bore well=150mm
200
-
-
Development of borewell using air compressor air/back washing for a period of and less than hours until all lines are flushed out and steady discharge is attend & measuring the well discharge on 90 degree V notch or with a barrels and stop watch. tube wells by uo to compressed air/back washing for a minimum period of two hours and all fines are flushed out including equipment for re-drilling and its removal after completion.
1
-
-
Providing and fixing threaded well cap of cast iron/G.I suitable for 150mm (6) dia casing pipes bore wells as directed.
1
-
-
Transportation from one drilling site to the next site, of the down the hole hammer drilling rig. along with the compressor, supports truck all the allied drilling instruments diesel and oil barrels drilling screw and labourers for all leads.
1
-
-
Supplying of centrifugal pump of following capacity at the site of work including loading unloading excluding taxes, freight, loading & etc. complete. Three Phase Submersible Monoblock Pump Sets of SYNC speed as 3000 RPM of 3.0 HP
1
-
-
Sprecification: Supplying ERW' (Electric resistance welded) FE 410 mild steel screwed and socketed /plain ending casing pipes of required diameter conforming to I.S.4270 of reputed and approved make including painting with two coats of anti-corrosive primer and paint as per specification and drawing given including cutting, welding to the required shape and , fixing in position etc. At all depths as directed by the Engineer-in-charge etc. Complete. a)200mm nominal diameter having minimum wall thickness5.40mm
120
-
-
Specification: Supplying ‘ERW' (Electric resistance welded) FE 410 plain slotted (having slots of size 1.6/3.20mm mild steel threaded and socketed/ plain ended pipes of required diameter conforming to I.S.8110 of reputed and approved make of wall thickness not less than 5.40mmincluding painting with two coats of anti-corrosive primer and paint as per specification and drawing given including cutting, welding to the required shape and , fixing in position etc. at all depths as directed by the Engineer-in-charge etc. Complete. a)200mm nominal diameter having minimum wall thickness5.40mm
30
-
-
Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out water
5
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-
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