Tender For Construction Of Futsal Ground At Cuncolim
Tender Value
1.14 Crore
Estimated cost
Bid Submission
09 Feb 2024
0 days left
EMD
2.29 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
North Goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Futsal Ground At Cuncolim
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site indentified by the contractor and obtaining all statuatary approvals, as directed by engineer for 50m lead and all lifts etc complete. |
| 2 | Refilling the pipeline/foundation trenches, plinth sides, foundation, etc.with available excavated earth in layers not exceeding 20cm in depth consolidating each layer by ramming and watering lead upto 50m and all lifts and disposal of surplus earth as directed. |
| 3 | Supplying and filling approved earth / hard soil obtained from contractor\"s identified source inclusive of obtaining all requisites statuatory approvals & observing all the security measures, with all lead and lifts, transporting to site, spreading, grading the earth/hard soil in layers not exceeding 250 mm loose layers, breaking clods & compacting including watering each layer to bring it upto to optimum moisture content followed by rolling with 8-10 MT roller and every third as well as topmost layer by mechanical vibratory roller to attain dry field density not less than 95% of maximum dry density (Procter Test). (Refer detailed specifications enclosed. The cost of the tests, determination of settlement of natural ground by approved method and cost towards obtaining statutory approvals for cutting/borrowing the earth shall be borne by the contractor) |
| 4 | Disposal of surplus earth & debris upto all leads and lifts including loading, unloading and stacking, The site should be identified by the contractor and obtain all statuatory approval. |
| 5 | Providing & laying rubble packing with hard laterite stone under floors including watering ramming and consolidating etc.in pipeline trenches and other foundations complete. |
| 6 | Providing & constructing laterite masonary in neatly dressed stones of size as specified in Cement mortar 1:5 (1cement : 5coarse sand) in foundation and basement. |
| 7 | Providing & constructing laterite masonary in neatly dressed stones for 23 cms masonary walls in cm. 1:5 (1 cement : 5 coarse sand) in foundation upto plinth level |
| 8 | 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 |
| 9 | Providing and laying upto floor V level cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including smooth finishing to exposed surfaces, with cement mortar 1:3 (1 cement: 3 fine sand) including centering and shuttering etc. - String Courses, copings, bed plates, anchor blocks, plain window sills and the like |
| 10 | Providing and laying in position (1:1½:3) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:1½ coarse sand:3 graded stone agg 20mm nominal size) a) All works upto plinth level |
| 11 | Providing and laying in position (1:1½:3) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (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 |
| 12 | Providing and laying in position (1:1½:3) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (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 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of forms fora) foundation, footings, bases of columns etc. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of forms forb) Vertical surfaces such as retaining walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like |
| 15 | Centering and shuttering including strutting, propping etc. and removal of forms forc) Columns, Piers, Pillars, Abutments, Posts and struts (square, rectangle polygon in plan) at all levels |
| 16 | Centering and shuttering including strutting, propping etc. and removal of forms ford) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth at all levels |
| 17 | Centering and shuttering including strutting, propping etc. and removal of forms for e) suspended floors, roofs, landings, shelves and their supports, balconies and chajjas at all levels |
| 18 | Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG, JSW 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 floorsalongwith 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. |
| 19 | Supplying and fixing Pre-cast cement concrete kerb-stones(factory made,the factory should be ISO certified and registered under Dirctorate 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. - Size 60 cm L x45 cm H x 15 cm T |
| 20 | Supplying and fixing ofPrecast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate 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 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 breakagecomplete and as directed by Engineer -in -charge. - a) Size 900 x 400 x150 mm with steel reinforcement not less than 7.0 kg per unit - 30T Capacity |
| 21 | Supplying and fixing ofPrecast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate 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 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 breakagecomplete and as directed by Engineer -in -charge. -b) Size 750 x 400 x100 mm with steel reinforcement not less than 4.2 kg per unit |
| 22 | 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 approved 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. |
| 23 | 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.- In Tees, angles, flats and channels |
| 24 | 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) 20mm Thick |
| 25 | Proving & laying Kotah stone slab over 25 mm thick in risers of steps, skirtings, dado & pillars laid on12mm (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. |
| 26 | Rounding of edges of marble/ Granite / Kotah slab to semi circular slope |
| 27 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved 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 manfucatured 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.60 mm thick in all colours except grey |
| 28 | 12mm cement plaster 1:4 (1cement: 4 fine sand) |
| 29 | Extra for providing and mixing water proofing material proportion recommended by the manufacturers. b) 12mm cement plaster 1:4 (1 cement : 4sand) |
| 30 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 31 | Painting two or more coats (excluding priming coat ) with superior quality ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give a even shade |
| 32 | Painting(two or more coats)with synthetic enamel paint of approved brand and manufacture in all shades on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 33 | Painting three or more coats with acryllic 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, At all heights from ground level |
| 34 | Painting one or more coats of acryllic exterior paint of approved brand and manufacture(Such as Dulex/ Asian Paints/ Sherwin Willians) on old work including cleaning the surface with water etc. complete. |
| 35 | Repairs to plaster in patches of 2.5 sq.m. and under including cuttingthe patch in proper shape and preparingand plastering the surface of the walls complete including disposal of rubbish to the dumpingground within 50m lead. |
| 36 | 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. |
| 37 | Demolishing laterite stone masonry in cement mortar including stacking of serviceablematerial & disposal of unserviceable material within 50 mts. lead. |
| 38 | Supply and Laying of 40mm nominal or down granitic/ basaltic aggregates under floors including watering ramming and consolidating etc. complete. |
| 39 | Supply and Laying of 20mm nominal or down granitic/ basaltic aggregates under floors including watering ramming and consolidating etc. complete. |
| 40 | Supply and Laying of 10mm nominal or down granitic/ basaltic aggregates under floors including watering ramming and consolidating etc. complete. |
| 41 | Supply and Laying of Sand (River/ Manufactured) Course/ Fine under floors including watering ramming and consolidating etc. complete. 80% rounded Washed silica sand (particle size 0.2 to 1.0mm) |
| 42 | Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand ) including testing of joints, etc. complete.- A) 100 mm dia RCC pipe |
| 43 | Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand ) including testing of joints, etc. complete.- B)250 mm dia RCC pipe |
| 44 | Providing and fixing Rigid PVC (SELFIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc, conforming to ASTM 2467 with ISO 14001, including all PVC plain & threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer.conforming to IS 4985-2000 and bearing ISI mark, CLASS 10 KG/ SQ. CM - Outer dia 110 mm |
| 45 | Extra for perforations for 110mm PVC pipe of class 10 kg/Sq. Cm. Staggered perforations of 25mm diameter at every 150mm interval and 50mm spacing across a curvature of 160degree. |
| 46 | Providing and fixing G.I. chain link mesh 6.35cm x 6.35 cm x 10 gauge (2.5” x 2.5” x 10 gauge) 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 3 meters centre to centre) 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) |
| 47 | Providing & laying of FIFA QUALITY approved synthetic football turf surface pile height 50mm thick with 100% Polyethylene fibres (monofilament straight fibres, 350-370 micron thickness, 13000-13500 dtex, tufted) over existing sub base including marking on the surface complete as per FIFA Specifications. Including joined/sewn seams, turf saturation with minimum 16-17 kg per m2 of Washed silica sand (paid separately) and minimum 17-19 kg per m2 SBR granular infil according to manufacturers\" specifications, infill levels no less than 75% yarn height including combing the field, inlaying of all lines with white yarn complete. Roll width to be minimum 3.95m and length as per layout. The Tuft cloth to be UV-Stabilized Polypropelene with backing of Latex1000 gr/m² Complete. (supplier should be FIFA preferred Producer) |
| 48 | Suppying and placing in position mechanically bonded nonwoven geotextile 200 gsm made of virgin high tenacity polypropylene staple fibers which are UV stabilized. It should be characterized by a high resistance to installation damage, high water permeability, resistance to ultraviolet degradation and to biological & chemical environments normally found in soils. This separation barrier should cover entire field including the edges & perimeter drains. There should be overlap between panels (laid area will be measured, laps will not be paid separately) |
| 49 | Providing & Fixing in position Metal Goal Post (Dimensions Width/Depth/Ø80 mm) for Futsal as per FIFA QUALITY Standards.Each set of Goal Post will consist on 2 verticals with horizontal distance between inside of the posts 3.00m and 1 Horizontal with vertical distance from the lower edge of the crossbar to the ground 2.00m. Goal nets fixed without metal hooks. The depth of the goal from the inside part of the goalposts and facing the court must be at least 80cm at the top part and 100cm at the bottom including powder coating.Sprung loaded foot operated 32mm dia folding frame for easy storage & steel bottom bar including civil works complete. (1 set is complete goal post set on one side of playing field) |
| 50 | Supply of3 1/2 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554 (Part I) ,IS:7098(Part I) with latest amendments of following size. - 3 1/2 Core 25 sq.mm |
| 51 | Supply of4 core armoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI markconforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. -4 Core 4 sq.mm |
| 52 | Supply of4 core armoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI markconforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. -4 Core 2.5 sq.mm |
| 53 | Supply of2 core unarmoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI markconforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size :- 2 Core 1.5 sq.mm |
| 54 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 3 1/2 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. (1) 3 1/2x 25 Sq. mm. |
| 55 | Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. - 4 x 4 Sq. mm. |
| 56 | Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. - 4 x 1.5/2.5 Sq. mm. |
| 57 | Supply and making cable end terminations with compression gland and copper lugs for following sizes of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. 2 x 1.5/2.5 Sq. mm. |
| 58 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required.- Rocky Strata |
| 59 | Laying of one number additional PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground in the same trench in one tier horizontal formation including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required - Rocky Strata |
| 60 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm in the existing masonry open duct,etc.complete as required |
| 61 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with CI/RCC coverhaving locking/Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation ofpit of size 1.0x1.0x 3.0 mtrs(min) and disposal of excavated soil.c)Watering GI pipe, 20mm, Class B,with funnel as per specs. d)Charcoal/salt as per specs ( paid seperately). e) Refilling the pit of size 1.0x1.0x 3.0 mtrs(min) with soft black agriculture soil of minimum resistivity i/c transportation. e) Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe.g)watering arrangement(plumbing will be paid seperately). (a) In rocky strata |
| 62 | Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark, of approved brands including accessories and providing masonry enclosure with CI/RCC coverhaving locking /Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation ofpit of sizenot less than 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c)Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size not less than 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe . g)watering arrangement(plumbing will be paid seperately).(a) In rocky strata |
| 63 | Extra for using salt and charcoal for GI or copper plate earth electrode as required (96 Kgs of Charcoal and 5 Kgs of Salt) |
| 64 | Supplying and laying 25 mmx 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required |
| 65 | Supplying and laying 25 mm x 5 mm GIstripin 40 mm dia GI pipefromearth electrode as required |
| 66 | Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections etc. as required |
| 67 | Supplying and laying 6 SWG GIwire at 0.5 m below ground level for conductor earth electrode including soldering etc. as required |
| 68 | Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 9m & 10m high octagonal /conical GI pole). |
| 69 | Providing & erecting 10 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 175 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH-PL/OPL |
| 70 | Supplying and erecting integrated LED flood light fitting Max. 195W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 23400 Lumens, min. efficacy of 120 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2. |
| 71 | Supplying and erecting water tight terminal box of 1.6mm thick ( 16 gauge ) CRCA sheet of size 200 x 150 x 150 mm complete on pole as per speciffication no CB-SB |
| 72 | Supply, Fabrication, Erection, Testing and Commissioning of Main Panel floor mounted with frame of suitable M.S channel dully painted, fabricated of 14/16 swg CRCA sheets completely derusted, chemically treated and powder coated with shade suggested by client and having following items as per single line diagram:- 40A, 10KA, TP MCB - 1 no. wired for KWH meter ( 3 ph) with 100A, 4P aluminium bus bar with outgoing feeders of 6-32A, 10KA, TP, MCB 4 nos complete as per single line drawing of MLTP |
AI Tender Summary
Tender Timeline
Feb 08, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 09, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 12, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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