Goa State Urban Development Agency -GSUDA has published Tender For Development Of Mashiche Mal Ground With All Sports Facilities In Ward No. 05 At Nanus Vado Valpoi (Phase I). Submission Date for this Tender is 05-01-2023. Civil Work Tenders in North Goa Goa. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees grith upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORTH SPecification 201 |
| 2 | Earthwork in excavation over areas/Trenches by mechanical/mannual means at all depths( till 3 mt) in all types of strata’s comprising of the materials such as soil, silt, sand, clay, gravel moorum of all varieties shringles, pebbles, all types of conglomerates laterite rocks, ordinary rocks, disintegrated rocks, fissured / shattered rocks decomposed rocks or weathered rocks and all such other materials as described under appendix “A” to these specifications either in full or in parts as the case may be adopting any method / methods as may be convenient or permitted inclusive of blasting chiseling wedging etc. in all conditions such as dry, moist foul submerged saturated etc. and as directed by the Engineer-in-charge, etc. all complete including dressing of sides, ramming of bottom including all leads and lifts including getting out the excavated soil as directed including pumping and bailing out water, barricading danger lighting guarding as directed by the departmental officers. |
| 3 | Refilling the plinth , flooring, foundations 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. |
| 4 | Loading and unloading of excavated earth.By mechanical transport including loading , unloading and stacking upto a lead upto 10 kms |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 6 | Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adoptingprecautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicatingany infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building.) (a) Pre-construction |
| 7 | Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adoptingprecautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicatingany infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building.) (a) Post-construction |
| 8 | 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. |
| 9 | Providing and laying in position cement concrete 1:2:4(1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost ofcentering,shuttering and finishing : All works upto plinth level |
| 10 | Providing and laying upto floor five 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. |
| 11 | 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 engineerin- charge. All works upto floor V level: M-30 grade of concrete |
| 12 | 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 engineerin- charge. All works upto floor V level: M-25 grade of concrete |
| 13 | Centering & shuttering including Strutting, Propping & removal of forms for: a) Foundations, Footings, Bases for columns |
| 14 | Centering & shuttering including Strutting, Propping & removal of forms for: Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan) |
| 15 | Centering & shuttering including Strutting, Propping & removal of forms for: Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like |
| 16 | Centering & shuttering including Strutting, Propping & removal of forms for: Staircases (except spiral staircases) excluding landing |
| 17 | Centering & shuttering including Strutting, Propping & removal of forms for: Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 18 | Centering & shuttering including Strutting, Propping & removal of forms for: Suspended floors, roofs landings, shelves & their supports |
| 19 | Providing TMT steel reinforcement (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. |
| 20 | 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 breakagecomplete and as directed by Engineer -in -charge Size 700 x 500 x 75 mm with steel reinforcemnt not less than 3.0 kgs per unit |
| 21 | 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 foundation and plinth. |
| 22 | Brick work using fly ash bricks in cement mortar 1 : 4 (1 cement: 4 coarse sand) with bricks of class designation 40 Kg / sq. cm, in superstructure upto floor V level. Brick size 230mm X 110mm X 80 mm |
| 23 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces,in all positions including scaffolding and curing etc. complete. |
| 24 | Providing internal cement plaster 6mm thick in a single coat in cement mortar1:3without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. |
| 25 | Providing 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) finished with sponge. |
| 26 | 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. |
| 27 | 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 an even shade. |
| 28 | Wall painting(two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 29 | Painting three or more coats with acrylic 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. |
| 30 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 31 | Applying priming coat with ready mixed red lead paint of approved brand and manufacture on steel work. |
| 32 | 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. |
| 33 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 34 | Providing and and laying vitrified floor tiles in different sizes of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigment etc., complete. 600x 600 mm Dark Shades |
| 35 | 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 Shades |
| 36 | Kotah stone slab flooring over 30 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slabincluding rubbing & polishing etc. complete. 20mm thick |
| 37 | Providing M.S. footrests including fixing in manholes with 20 x 20 x 10 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design : |
| 38 | Supplying and fixing CI manhole cover and frame of 445x610 mm rectangular C.I. cover (light duty) weight of cover to be not less than 23 kg. as per specification and as directed. |
| 39 | Providing water proofing treatment over the new R.C.C. roofs, terrace, toilet by spreading cement slurry over the R.C.C. slab and laying of10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square. The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. The injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb, cracks etc. inthe R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m.(Terrace, Sunken Portion of WC"s, Toilet, Kitchen etc) |
| 40 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 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. The crystalline admixture 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. (To be used in Concrete of Retaining Wall) ( AS PER MANUFACTURES SPECIFICATIONS) |
| 41 | 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 |
| 42 | 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 |
| 43 | Providing and applyingtwo component elastomeric, polymers modified cementious waterproofing membrane. The seamless waterproof membrane shall be applied in 2 coats. Rate to include supply & laying of 40 GSM SCRIM Cloth to be laid over the 1st Coat. The product shall exhibit at least 40% elongation with tensile strength greater than 40 Kg/cm2. The product shall resist 1.5 bars pressure when tested as per DIN 1048 at 2mm DFT. The rate shall include (if required), crack filling, grouting, tie rod filling, coving, ponding, etc complete. Quoted rate includes all costs towards providing coving for joints and providing water proofing treatment for vertical faces above coving for a minimum height of 300mm and protecting the vertical faces, providing waterproofing treatment of rainwater khurras to ensure 100% leak proof joint. All the joints shall be seamless to ensure 100% waterproof treatment for treated area. |
| 44 | Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in position.Second class Indian teak wood |
| 45 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type (BWP), core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 46 | Providing and fixing chromium plated brass butt hinges with necessary screws etc. complete75 x 40 x 2.5 mm (ordinary type) |
| 47 | Providing& fixing chromium plated brass tower bolts (barrel type) with necessary screws complete.250 x 10 mm |
| 48 | Provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete. |
| 49 | Providing and fixing chromium plated brass handle with necessary screws etc. complete.-125mm |
| 50 | 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. |
| 51 | Provided and fixing chromium plated brass 100 mm. mortice latch and a pair of levers and handles with necessary screws etc. complete (Indian make of approved quality). |
| 52 | 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. |
| 53 | Providing and laying of aluminium fixed with 65mm x 38mm tubular frame with 6mm thick glass sections are powder coated with pure ployster powder of thickness 75-80 microns with approved standard accessories. The glass would be fixed with taper clips with EPDM beading and including filling gaps with silicone sealant of approved make etc complete. (Shop drawing to be submitted by contractor for approval.) |
| 54 | Supply and installation of Aluminium Louvers. The frame should be made of Aluminium tubes of size 100x50X1.50 mm thk and 50X25x1.50 mm thk C channels. Aluminium Z shaped louvers of 100mm should be fixed to the supporting frame with aluminium cleats, GI screws, etc complete. The whole assembly is powder coated with pure polyester paint. (MS framing to be paid separately) |
| 55 | Steel work(SAIL, TATA. VIZAG only) riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.In tees, angles, flats and channels |
| 56 | 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) including providing barbed wire stiffeners (shall weigh 9.33 kg. per 100 meters minimum) at top and bottom with barbed wire stiffers by binding wires at 50cms 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) |
| 57 | G.I Barbed wire Fencing with MS angles placed at intervals of 1.80m spacing duly embedded in C C bedin masonry wall, provided with horizontal lines of barbed wire weighing 9.38kg/100m (minimum) etc complete.(cost of angle etc., will be paid separately)-Payment to be made per meter cost of total length of barbed wire used. With G I barbed wire |
| 58 | Providing and fixing prefabricated gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete. |
| 59 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. |
| 60 | 1. The work shall include Civil & ground:- Preparation of survey & Contour drawings to define boundaries, ground layout, drainage planning. Clearing the site from all weeds, debris, obstructions. soil Stabalisation by adding moorum to the existing soil and contour to desired slope,Testing Compaction of soil ( Proctor density of 95% and above is acceptable), 2. BUILD UP OF THE SUB BASE TO THE REQUIRED LEVEL: Once the existing topsoil has been scraped and removed from works area re-grade and fine shaped to the required sub grade design levels as mentioned below to form the ‘crown’ of the field, the sub base must be stable and rock-free including Roll sub-grade with vibratory roller. Any soft spots identified during proof rolling shall be removed and replaced with compacted suitable fill material .+ Watering the sub-grade to bring the earth upto required optimum moisture content. 3. Trenching and backfilling of drains at the sub surface levels.(Drainage Work)- After the subbase formation is complete make trenches as per detailed drawing received. All lateral connecting to drain including disposal of excavated material. +Supply and Installation of Perforated Pipes as per IS code 9271 2004 with all fittings as directed by the engineer in charge.+ Supplying & Spreading Aggregates in Layer format.+ Geosynthetic Fabric 4. Development of Ground: SUPPLY SAND free of pebbles and small stones and spread over the entire ground to a given depth.On the surface to given mix the Organic matter to form an even mixed root zone.This is to match the finished level.( RIVER OR MINED SAND ACCEPTABLE NOT M SAND)+ GRASSING Supply Bermuda Grass sprigs or seeds+ PLANTING : On a firm root zone with adequate moisture content ,planting of the Bermuda grass sprigs by a manual process or seeding with a calibrated seeder.Therafter watering thrice daily, fertilising on need basis.+ supply and apply Di ammonium Phosphate,NPK & Micro nutrients to be applied before grassing , during grow in and after establishment is varied doses as per the agronomist+ MAINTENANCE:After planting the Turf grass in the outfield, it will be maintained for 180 days before handover.Maintenance includes mowing,irrigation,fertilising,fungicide, weed management etc as directed by the consultant .(Provide for NPK , Micro nutrients, Fungicide,Bio organic fertilisers). 5. MATCH PITCHES: Preparation of 6 pitches (3 for match pitches +3 for practice pitches) with all materials and labour including coarse sand+ fine sand +clay with given properties as physical properties soil Texture clay (<0.002) 50-70%;silt (0.002-0.02mm) 5-20%; Sand -fine (0.02-0.25mm)10-20% Medium(0.25).+grass on pitch Barmuda -Tiff dwarf variety etc; Earth works for pitch preparation-excavate cavity as per drawing to a depth of 400 mm.Grade the base of the cavityaway from the centre to the sides towards East and west to form a .75% slope.Roll the base to form a smooth firm surface without ruts and cavities Spread Coarse and fine river sand upto 200 mm depth each layer of 100 mm. Spread Clay layer by layer with due consolidation upto a depth of 200 mm, consolidation at every 50 mm.Note : the pitch should be above the ground level by 50 mm.and merge with the surrounds in the ratio of 1:86. Irrigation Work-Irrigation System to be installed (Fully Automatic Programmable) complete with pop-up sprinklers Solenoid valves,electric pump and panel.(as per annexure1) 7. Cricket Cage system Practice Pitches - Supply and Installation of Factory finished 4m WIDE x 22m Long x 3m height X 3 bay Cricket cage with special Connector to connect horizontal and vertical post of size? 42 mm (OD) 2 mm thick GI withGreen powder coated factory finished horizontal vertical post, vertical post fixed on 400 x 400 x600 mm nominal reinforced concrete foundation M25 grade or fixed with anchor fastener on existing reinforced concrete at 3 Mtr center to center distance,Horizontal post installed at Top, middle and Bottom location with the help of special casting connectors. 2mm thick nylon mesh of size 50 mm X 50 mm covered on top, side and roof, etc.Complete, The cricket cage system should sustain the impact of the ball, inner side should be free from any projected parts/joints. 8. Roofing system work for Practice Pitches; Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Bend / Built-up section/Tubular Structure ( MS built-up section :-Rolled section & plates confirming to IS 2062 Grade Yst 350,Tubular Structure:- made from Steel hollow sections, ISI marked from SAIL / RINL / TATA/JINDAL, conforming to IS 1161/4923/1239, Minimum Yst 240 thickness upto 10mm ) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections etc. with special plate connectors, pinion joints, plates, hollow sectionsincluding Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer-In-Charge and incorporation of Engineer-In-Charge"s comments on same, transportation from fabrication yard, cutting , threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. required for all operations involved to make structure of Tensile Membrane shade. The tubular structure system with plate connectors, pinion joints, etc. is to be provided. The structure has to be provided as per conceptual drawings of Tensile fabric profile , including all arch beam, curved lateral beams and bracings, vertical support columns, nodal joints, ,bases of columns and high tensile bolts of grade not less than 10.9 having black phosphate coating. Providing , designing , detailed engineering, supplying, Fabrication and Installation of suitable MS structure using MS pipe, base plate and necessary hardware as applicable duly painted with necessary primer & PU paint as approved shade. Design, Supply Fabrication and installation of tensile membrane fabric - 902 as per manufacturer"s specification and 10 year manufacturer warranty or equivalent. Flame Retardancy B-s2, d0/EN 13501-1,M2/NFP 92-507B1/DIN 4102-1,Including cutting, welding and cables, plates and necessary hardware for fixing the fabric as per approved shape. Membrane shall be cut and manufactured with high frequency PVC welding machine, cost of all materials complete as per directions.Quality in conformity with ISO9001,Enviornmental communication in conformity with ISO14021 Pitch curator recommendation by BCCI or state cricket assocaition All above work shall adhere to relevent IS standard & CPWD specification 2019. |
| 61 | 1. The work shall include Civil & ground:- Preparation of survey & Contour drawings to define boundaries, ground layout, drainage planning. Clearing the site from all weeds, debris, obstructions. soil Stabalisation by adding moorum to the existing soil and contour to desired slope,Testing Compaction of soil ( Proctor density of 95% and above is acceptable), 2. BUILD UP OF THE SUB BASE TO THE REQUIRED LEVEL: Once the existing topsoil has been scraped and removed from works area re-grade and fine shaped to the required sub grade design levels as mentioned below to form the ‘crown’ of the field, the sub base must be stable and rock-free including Roll sub-grade with vibratory roller. Any soft spots identified during proof rolling shall be removed and replaced with compacted suitable fill material .+ Watering the sub-grade to bring the earth upto required optimum moisture content. 3. GROUND DRAINAGE:Trenching and backfilling of drains at the sub surface levels.(Drainage Work)- After the subbase formation is complete make trenches as per detailed drawing received manually or by mechanized trencher, compacting the base by a rammer. Remove the spoil from the site to a lead of 500 meters .Backfill the trench with 100 mm metal aggregate of 10 to 6 mm metal aggregate ramram it doen with rammer or equivalent, lay the 100 mm corrugated perforated pipe again backfill the drain with the same metal aggregate as per the cross section, to thelevel of the sub base, colnnect these laterals to the carrier drains. All lateral connecting to drain including disposal of excavated material. +Supply and Installation ofThe Corrugated Perforated Pipes as per IS code 9271 2004 with all fittings as directed by the engineer in charge.+ Supplying & Spreading Aggregates in Layer format.+ Geosynthetic Fabric 4. Turf and installation /Development of Ground: SUPPLY SAND free of pebbles and small stones and spread over the entire ground to a given depth. On the surface to given mix the Organic matter with a rotovator/cultivator to form an homogenousor even mixed root zone.This is to match the finished level.( RIVER OR MINED SAND ACCEPTABLE NOT M SAND)+ GRASSING Supply Bermuda Grass sprigs or seeds+ PLANTING : On a firm root zone with adequate moisture content of 24%,planting of the Bermuda grass sprigs by a manual process or seeding with a calibrated seeder.Therafter watering thrice daily, fertilising on need basis.+ supply and apply Di ammonium Phosphate,NPK & Micro nutrients to be applied before grassing , during grow in and after establishment is varied doses as per the agronomist+ MAINTENANCE:After planting the Turf grass in the outfield, it will be maintained for 180 days before handover.Maintenance includes mowing,irrigation,fertilising,fungicide, weed management etc as directed by the consultant .(Provide for NPK , Micro nutrients, Fungicide,Bio organic fertilisers)5. Irrigation Work-Irrigation System to be installed (Semi Automatic Programmable) complete with pop-up sprinklers Solenoid valves,electric pump and panel. 6. Football Post Description: Supplying, fabricating and erecting of football goal post with overall dimensions above grass field of size 7.56 mts wide and 2.5 mts, in height, fabricated out of vertical and horizontal G.l. pipe of 114mm dia, cross bars shall be of 2" dia. G.I. pipe, including fixing of highest quality nylonmesh of Poly Propylene for football goal nets which conform to ISO quality standards, made from premium 4.5mm X 24 ft X 8 ft braided white twine approved by Engineer to be attached to the main posts, cross bars with necessary hooks and anchored to the ground behind the goal posts. The vertical members of goal posts shall be sufficiently anchored below the ground with necessary excavation, cement concrete foundation etc. complete and with other members properly welded to each other to provide stable framework. The entire goal posts shall be painted with approved quality primer followed by ready mix paint of approved shade etc. complete White. All above work shall adhere to relevent IS standard & CPWD specification 2019. 3rd party FIFA accredited certification to be obtained. |
| 62 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankement upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.as per MORTH Specification 301 |
| 63 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 64 | Construction of granular sub-base by providing coarse graded granitic or baslitic 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 401For Grading I Material |
| 65 | Construction of granular sub-base by providing coarse graded granitic or baslitic 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 401For Grading II Material |
| 66 | 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 |
| 67 | 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 perMoRT&H specifications clause 502.Bitumen 80/100 @ 1.00 kg/sq.m. |
| 68 | Providing and laying 40 mm 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 rolledwith smoth wheeled roller and vibratory roller to achieve the desired compaction, including providing antistripping agent @0.5% of bitumen content, as per MoRT&H Specifications Clause 504. Grade-II (19mm nominal size)@ 4% of Bitumen-mix |
| 69 | Providing and laying 40 mm thick Bituminious/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 bituminious 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 |
| 70 | Providing & laying of minimun 60mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 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 complete as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant. 2) Size: 210mm x 105mm x 60mm (Type: Rectangular Shape) b) Other Colours |
| 71 | Pre-cast cement concrete kerb-stones(factorymade) 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 |
| 72 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) |
| 73 | Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A or B seal coats as per MoRT&H specifications clause 513. |
| 74 | "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" |
| 75 | Earthwork in excavation over areas/Trenches by mechanical/mannual means at all depths( till 3 mt) in all types of strata’s comprising of the materials such as soil, silt, sand, clay, gravel moorum of all varieties shringles, pebbles, all types of conglomerates laterite rocks, ordinary rocks, disintegrated rocks, fissured / shattered rocks decomposed rocks or weathered rocks and all such other materials as described under appendix “A” to these specifications either in full or in parts as the case may be adopting any method / methods as may be convenient or permitted inclusive of blasting chiseling wedging etc. in all conditions such as dry, moist foul submerged saturated etc. and as directed by the Engineer-in-charge, etc. all complete including dressing of sides, ramming of bottom including all leads and lifts including getting out the excavated soil as directed including pumping and bailing out water, barricading danger lighting guarding as directed by the departmental officers. |
| 76 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees grith upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORTH SPecification 201 |
| 77 | Supplying and stacking of good earth at site including royalty and carriage upto 1 km. (earth measured in stacks will be reduced by 20% for payment). |
| 78 | Supplying of sludge duly stacked at site/store as per MORTH Specification 308.2 |
| 79 | Filling mixture of earth & sludge or manure in the desired proportion in trenches flooding with water and leveling (cost of supplying earth and sludge of manure and mixing excluded). |
| 80 | Spreading of sludge farm yard manure or/and good earth in required thickness (cost of sludge, farm-yard manure or/and good earth to be paid separately) as per MORTH Specification 307 |
| 81 | Grassing with Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed as per MORTH Specification 307 |
| 82 | Supplying and planting of SHRUBS |
| 83 | Providing LIGHT DUTY HAND ROLLER:(weight 500 kg) Size aprox. 600 x 750mm width. The rollers will be fabricated from thick m.s. plate with pulling handle of pipe and angle, with heavy duty pedastal bearing duly ballasted |
| 84 | Providing Push Type Petrol Engine Operated Lawnmower with 21 Inches Steel Deck. Technical Specifications and Features 1.Good Quality Steel Deck with Powder Coated Paint 2.Ideal For any type of lawns, large areas etc. 3.Swing blade option gives safety to the motor if hit by hard object like stone, metal pipe etc 4.Side Discharge option gives better cut for Lawn Mowing 5.Deck Size 21 Inches 6.Cutting height 20~75mm Adjustable. (6 Steps) 7.Petrol Engine HK 224cc ( 7HP) 8.Oil Capacity 600 ml 9.Fuel Tank Capacity 1 Litre 10.Handle :Foldable 11.Fabric Grass Catcher 70L |
| 85 | Providing ONE TON PITCH ROLLER:1 Ton mini ride comes with single wheel Ride on seat Operating weight 1000 kg Engine Air cooled Petrol Engine Transmission HYDRAULIC Fixed speed on Reverse and Forward Over-all width 1250 mm Over-all length 1600 mm Over-all height 1250 mm Speed 0–2 km/hr Hydraulic Oil Tank Cap 20 Liter Wheel size Rear – Dia. 750 x 1000 wide. Steering Mechanical manual steering Starting Rope start Chain Tension Idler Yes Acceleration Hand operated Lever Reverse Forward Manual Hand Control lever |
| 86 | Providing AQUA SOAKER 48” RIDE ON TYPE HYDROSTATIC: Engine: Petrol 14 to 16 HP Water soaking Rolls With two absorption Roller - size 4’ wide made out of stainless steel rust free Speed With variable speeds in forward and reverse up to 6 mph Transmission Hydraulic transmission, Pump, Motor, Control Valve, Water holding tank 110 liters x two tanks. Fully galvanized, anti corroded drums are 10mm perforated holes which can soak water faster without overloading the Engine. Foam press Manual lever operated. Steering Power Steering hydraulically operated by lever Parking Jacks Manual Screw type Hydraulic Equipment Pumps, Motor, Valves etc. - Imported German make Water pump Hydraulic driven. Dry Weight 640 kgs. Driver seat Adjustable canopy Yes Light Fog light fitted. |
| 87 | Toro Greenmower GR 1000 for pitch cutting 04810- Basic Untt-104123-Transport Wheel Assy-1Grass catcher-1 Technical Specification Engine : Petrol operated Honda Engine Hour meter as standard on the machine. Front Roller - 2" standard aluminium wiehle roller. Rear Traction Drum : DualCast Aluminum, 19cm (7.5")diameter split drum roller. Reel construction - 5" Dia 11high-Carbon Steel Blades welded to 5 stamped steel spiders Height of Cut - Adjustable between 2 to 25 mm. Mowing Speed - 2.4 to 5.3 Km /hr Width of Cut- 21 inch (53.3 em) Kick Stand - Standard Grass Basket - Moulded polyethylene baffled and vented for nigh effective collection Reel to Bedknife adjustment- Dual Point Adjustment system help to adjust the HOC in fraction of mm. Transpo_rtability : Quick detachable Transport wheel kit Model 04123. Transportation Speed- 8.0 Km/hr maximum. |
| 88 | AERATOR ROLLER. OUTER DIA : 350 mm WIDTH : 800mm Spokes size : 3 INCH LONG ( hollow or solid) |
| 89 | Providing dug outs for 12 seats as approved by Architect. |
| 90 | Providing Sight screen: Made out of all-weather proof & UV protected special material aluminium and plastic sandwich panel planks one side white & other side black surface. (4.25x4.25 m) |
| 91 | Pitch Cover :Cricket Pitch Cover. 780 GMS High tenacity, polyester yarn woven fabric PVC coated on both side, ensure 100% water proofing UV stabilized fabricated by heat sealing eye lets on all four sides. |
| 92 | Boundary Rope |
| 93 | Grandstand /Demountable Spectator Seating System forSports Ground Supply and installation ofGrand Stand /Demountable Spectator Seating System of total seat capacity of 52 seats . The system will have 48mm diapipe main truss frame, vertical and horizontal and cross pipe. Beam structure as per manufacturer specification fixed at c/c Distance 2075 mm.All vertical, horizontal and cross support frame to be connected with the help of transverse joints , ring Connector andto be locked with wedge pin. Screw Jack for adjustment of height/level.Total structure to be Painted Grandstand sizes should be as follows The Deck width should be minimum 800 mm wide Riser Height should be minimum 300 mm height Aisle Width: 1000 mm, Seat Center to center distance 460 -480 mm Overall Size : 6100mm (Length), 3950mm (Height), 4500mm (Width) Aluminum Floor Deck 1.5 mm -2 mm thick and 38 mm highanti SkidExtruded AluminumFloor deck with supportinglegs, The deck and understructure joined together through M10 high tension torque fasteners.Safety Railing around Grand Stand as seen in layout.The safety railing will be made with 40 X 20 mm rectangular& 20 x 20 mm sq.and powder coated. HDPE Blow Molded SeatProviding and fixing double-wall hollow blow mold bucket type seat minimum having dimensions as 465 mm side length x 440 mm front width x 400 mm rear height in one piece of HDPE having minimum shell thickness of 3 mm on each wall and minimum density of 0.95 gram/cm3, weight of plastic chair should not less than 2 kg, chair should withstand in high temperature not less than 50°Cwith ultraviolet stabilizer and color fastness, having ergonomic design., Seat to be fixed on Galvanized pipes of 25 Nominal Bore as per IS1239 (PART 1): 2004 running under the chairs.Front cover panel GISHEET 1 mm thick bended with bending machine as perfront cover design and fixed to the main framewidth of front cover panel should be180 mm wide Stair Case for climbing the demountable system. The structure to be fabricated from 40 x 40 x 2mm thick and Painted. The structure to have 38 mm highanti SkidExtruded Aluminum steps. The total structure should be as seen in attached layout |
| 94 | Proving and fixing white vitreous china Wall Hung type (European Type) water closet with seat and lid with C.I. brass hinges and rubber fittings with flush valve nelson/ similar fully chromium plated with stop cock, wall flanges, flush pipe or elbow and vaccum breaker coupling etc. including chair bracket/rag bolts, cutting & making good the walls and floors where required and concealed seat support - W.C. Pan with white plastic seat and lid |
| 95 | Providing and fixing white vitreous china flat back Large lipped front urinal basin of 590x375x390mm size with Urinal Valve Auto closing system with built in control cock & wall flange with fittings, spreader, R.S. or C.I. brackets, standard size C.P. Brassl flush pipe and spreaders with C. P. brass unions & C. P. Brass clamps with waste fitting as per IS 2556, PVC trap with outlet grating and other couplings in CP Brass complete, including painting, fittings, cutting and making good the walls and floors where required. - Range of one urinal basin |
| 96 | Providing and fixing white vitreous china pedestal for wash basin complete recessed at the back for the reception of pipes and fittings. |
| 97 | Providing and fixing G. I. Inlet connection for flush pipes connecting with W. C. pan. |
| 98 | Providing and fixing C.P. brass or M. I. Trap for wash basin and sinks:40 mm dia |
| 99 | Providing & fixing (4’) 100 mm sand cast iron grating for gully floor or nahni trap. |
| 100 | Providing and fixing toilet paper holder :C.P. brass |
| 101 | Providing & fixing liquid soap container with C.P. brass lid and brackets fixed to wooden cleats with C. P. brass screwsGlass container |
| 102 | Providing and fixing NICKEL chrome plated copper alloy Fancy two way long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 15mm nominal bore |
| 103 | Providing and fixing NICKEL chrome plated copper alloy Fancy concealed stop cock with sheet flance 20mm Jaquar make or equivalent. Confirming to IS 8931;199315mm nominal bore |
| 104 | Providing and fixing NICKEL chrome plated copper alloy Fancy BOTTLE TRAP ECONOMY TYPE 32MM Jaquar make or equivalent. Confirming to IS 8931;1993 |
| 105 | Providing and fixing NICKEL chrome plated copper alloy Fancy waste coupling 32 mm with 190 mm long connection pipe wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 |
| 106 | Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw |
| 107 | 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. Internal work exposed on wall (Medium duty SDR 13.5 pipe). 15 mm outer dia CPVC pipe |
| 108 | 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. Internal work exposed on wall (Medium duty SDR 13.5 pipe).20 mm outer dia CPVC pipe |
| 109 | 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. Internal work exposed on wall (Medium duty SDR 13.5 pipe). 25 mm outer dia CPVC pipe |
| 110 | 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. Internal work exposed on wall (Medium duty SDR 13.5 pipe).32 mm outer dia CPVC pipe |
| 111 | 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. Internal work exposed on wall (Medium duty SDR 13.5 pipe).40 mm outer dia CPVC pipe |
| 112 | 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. Internal work exposed on wall (Medium duty SDR 13.5 pipe).50 mm outer dia CPVC pipe |
| 113 | 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.15 mm dia nominal outer dia pipes. |
| 114 | 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. 20 mm dia nominal outer dia pipes. |
| 115 | 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. 25 mm dia nominal outer dia pipes. |
| 116 | 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. 32 mm dia nominal outer dia pipes. |
| 117 | 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 incharge.(External work (heavy duty SDR 11 pipe)32 mm nominal outer dia pipes |
| 118 | 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 incharge.(External work (heavy duty SDR 11 pipe) 40 mm nominal outer dia pipes |
| 119 | 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 incharge.(External work (heavy duty SDR 11 pipe) 50 mm nominal outer dia pipes |
| 120 | Providing and fixing P.V.C.Rain water pipes of 160mm outer diameter and having wallthickness of 2.2to2.7mm confirming to I.S .135921992 including proper rain water receiving recess with P.V.C. plug,bend,necessary fittings ,such as,offsets,shoes,inluding fixing the pipe on wall using approved wooden cleatsprojecting 25mm to 40 mm from face of wall a fixing with clips of approved quality and number,filing the join t using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks,including necessarys caffolding and maintenance for 3yrs for any leakages or dislocations of pipes.All the P.V.C. fitting sand additional 2 piece socket clip s shall be go tapproved from engineer in charge etc. complete. [for Rain Water Pipes Vetical&horizontal)160 mm OD |
| 121 | Providing and fixing 15cm rigid PVC Nahani trap including PVC grating,bend,connecting piece of UPVC pipe up to the outside face of wall ,making the good damaged surface anesting etc.complete(Prior approval of sample and brand by Ex.Engr.is necessary before use) |
| 122 | Providing and fixing fully automatic Hand dryer Euronics Model-EH 26 NW or equivalent ,including all fittings complete in all respect. |
| 123 | Providing and fixing Aerosol Perfume Dispenser Euronics Model-EA 24 or equivalent ,including all fittings complete in all respect. |
| 124 | Providing and fixing Straight Grab Bar, 600 mm length and 35 mm dia made of antibacterial nylon. The item should have base plate support with SS screws (304 grade) & PVC wall plugs. |
| 125 | Providing and fixing cast brass clean out plug with suitable insert keys for opening, male threaded joint with GI threaded socket caulked to CI soil pipe including cost of lead Joint. 100 mm dia |
| 126 | Providing and fixing cast brass clean out plug with suitable insert keys for opening, male threaded joint with GI threaded socket caulked to CI soil pipe including cost of lead Joint. 75 mm dia |
| 127 | Providing, fixing, jointing & testing of uPVC agricultural (6kgf/cm2) grade pipes and fittings conforming to IS 4985 -2000 complete with solvent cement jointing with testing of pipes and making the joints leak proof. (For Pipes Buried in Toilets from Wash Basin etc to Main Drain) 50 mm NB (SP+WP) |
| 128 | Providing, fixing, jointing & testing of uPVC agricultural (6kgf/cm2) grade pipes and fittings conforming to IS 4985 -2000 complete with solvent cement jointing with testing of pipes and making the joints leak proof. (For Pipes Buried in Toilets from Wash Basin etc to Main Drain)40 mm NB (WP) |
| 129 | Providing, fixing, jointing & testing of uPVC agricultural (6kgf/cm2) grade pipes and fittings conforming to IS 4985 -2000 complete with solvent cement jointing with testing of pipes and making the joints leak proof. (For Pipes Buried in Toilets from Wash Basin etc to Main Drain) 32 mm NB (WP) |
| 130 | Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm dia. |
| 131 | Providing & fixing heavy forged brass ( chrome plated )tested ISI markedBall valvesas per ( IS:554 /B5:21/ISO : 7 full bore design ) of approved quality for 15 mm to 40 mm etc complete 32 mm nominal bore |
| 132 | Providing & fixing heavy forged brass ( chrome plated )tested ISI markedBall valvesas per ( IS:554 /B5:21/ISO : 7 full bore design ) of approved quality for 15 mm to 40 mm etc complete 40 mm nominal bore |
| 133 | Providing & fixing heavy forged brass ( chrome plated )tested ISI markedBall valvesas per ( IS:554 /B5:21/ISO : 7 full bore design ) of approved quality for 15 mm to 40 mm etc complete50 mm nominal bore |
| 134 | Providing, fixing, jointing & testing of UPVC pipe Type-B for Soil, Waste upto 160mm dia. confirming to IS 13592 cut torequired lengths including all necessary fittings and specials such as as 45 or 90 deg. bends, Tee"s, Y"s, access pipe with solvent cement jointing. Setting the pipes in cement concrete M-15 as per specifications after testing of pipes. (For Pipes buried in flooring- Internal drainge ) 110 mm |
| 135 | Providing, fixing, jointing & testing of UPVC pipe Type-B for Soil, Waste upto 160mm dia. confirming to IS 13592 cut torequired lengths including all necessary fittings and specials such as as 45 or 90 deg. bends, Tee"s, Y"s, access pipe with solvent cement jointing. Setting the pipes in cement concrete M-15 as per specifications after testing of pipes. (For Pipes buried in flooring- Internal drainge )75 mm |
| 136 | Providing, fixing, jointing & testing of UPVC pipe Type-B for Soil, Waste upto 160mm dia. confirming to IS 13592 cut torequired lengths including all necessary fittings and specials such as as 45 or 90 deg. bends, Tee"s, Y"s, access pipe with solvent cement jointing. Setting the pipes in cement concrete M-15 as per specifications after testing of pipes. (For Pipes buried in flooring- Internal drainge ) 150 mm |
| 137 | Providing & fixing in position 80mm NB "P" type trap of self cleaning type (inlet to "P" trap to be 100mm dia) including brass 125mm dia CP grating, drip seal jointing embeding in concrete etc. all complete. |
| 138 | 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) |
| 139 | Supplying & erecting cast iron double flange butterfly valve of size 50 mm dia. complete as per specification no. FF-VL/BFV |
| 140 | Supplying & erecting cast iron double flange butterfly valve of size 65 mm dia. complete as per specification no. FF-VL/BFV |
| 141 | Supplying & erecting cast iron double flange butterfly valve of size 80 mm dia. complete as per specification no. FF-VL/BFV |
| 142 | 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 :150 x 100 mm size –P or S type |
| 143 | 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 agrregate 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 cemetn 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 45 cm deep including C.I. cover with frame (light duty) 455 x610mm internal dimensions total weight of cover ad frame to be not less than 38 kg. (weight of cover 23 kg. ) |
| 144 | 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 agrregate 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 cemetn 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.) |
| 145 | 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 agrregate 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 cemetn 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 1.2m x 90 cm and 90cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg). |
| 146 | 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 agrregate 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 cemetn 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 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). |
| 147 | Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20 cm x 20 cm x 10 cm cement concretes including 1:3:6 (cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size):With 20mm x 20 mm square of round bar |
| 148 | Making connection of drain or sewer line with existing manholes including braking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete: For pipe 100 to 150 mm dia |
| 149 | Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:110 mm dia |
| 150 | Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete.(EXTERNAL SEWER) 160 mm OD |
| 151 | Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete.(EXTERNAL SEWER) 200 mm OD |
| 152 | Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete.(EXTERNAL SEWER) 250 mm OD |
| 153 | Supply, Installation, Testing, & Commissioning of a pre-engineered, factory fabricated, assembled & tested, fully integrated In-build PI controller, highly efficient pump, IE5 permanent magnet synchronous motors suitable for operation on a 380V - 500V/3 Ph /50Hz voltage supply, skid mounted, complete ready-to-connect packaged variable speed pressure boosting system. Should be a single unit with MS CED coated suction ,delivery manifolds and base frame; isolation ball valves on suction and discharge of each in-line, vertical multi-stage pump; non return valve on discharge side of each pump; and diaphragm pressure vessel with suitable PN rating .The controller of each pump shall be able to function without a need of external controller to alternating time, alternating energy, cascade control in master slave mode.The controller must incorporate an energy saving function, (LOW FLOW STOP), that allows the system to stop all the pumps when there is no or very little consumption.The control unit shall ensure soft start of systems with for instance empty pipework (PIPE FILLLING FUNCTION). The pipework shall slowly fill with water in an empty pipework, when the pressure sensor of the system detects the pipework has been filled with water, the pressure is increased until it reaches the setpoint. The system should be provided with two pressure transmitters for redundancy.The pump set is fully assembled and tested at factoryworks prior to deliver. (HYDROPNEUMATIC SYSTEM) Pump in built controller programming (field adjustable) shall include as a minimum the following: Constant pressure,Start/Stop,Maximum speed ,Minimum speed Set point influence Operating indication (system status and individual pump status) Fault indication Pump Run/Alarm/System Fault Bus communication to BMS / SCADA systems*E.The system must be able to provide information about: i. Operation setpoint of the system ii. Speed of individual pumps,iii. Power consumption of individual pumps,iv. Energy consumption of individual pumps ,v. Running hours of individual pumps ,vi. Operation mode of the system,vii. Control mode of the system,viii. Process value and set point of the system,ix. Power consumption of the complete system ,Pressure tank capacity: (as per manufacturer recommendation) Note: Back up calculation need to be provided for the same. A pre-charged Carbon Steel body diaphragm tank shall be fitted to the discharge pipe with a compatible Butyl-rubber diaphragm. It shall supply water a very low flows to minimize frequent pump start and stop and water hammering. There shallbecompleteseparationbetweenwaterand airandthere shouldbeno contact betweenwater and tank compounds toavoid corrosion.Bladders shallbe suitable for sufficient elasticity topermit full expansion insidethe tanktoensurebetter performance and longer working life. Location:PHE Pump room Purpose:Domestic Tank to Internal toiletPump capacity- 5 LPS (1working + 1 standby), Head -25M |
| 154 | Supply, installation, testing and commissioning of continuous duty submersible centrifugal non-clogging drainage pumps complete with 3 phase motor with all necessary protection and mechanical seal etc. complete with all ancillaries including float type level controllers, electrical control panels fabricated from 14 gauge CRCA sheet volt meter ammeter with selector switch, TPMCB, 5 VA CL : CTs, phase indicating lamps protected by 2 amp SP MCB, DOL starter, necessary wiring, cable alleys, earthing, interlocking, starter with Automatic float type level controller, provision of high level alarm, sequence timer, potential free contact to starter for connection to BAS, both pumps may run simultaneously at pre determined level. The submersible sump pump shall be provided with guide wire for lifting and lowering pump, M.S. galvanized lifting chain, duck foot bend. (1Working + 1Standby)s (ForPumproom sump)Purpose: In Pump room,Head -15M, Pump capacity- 1.5 LPS (1working + 1 standby) |
| 155 | DEsign, Supply, Installation, Testing, & Commissioning of a pre-engineered, factory fabricated, assembled & tested, fully integrated In-build PI controller, highly efficient pump, IE5 permanent magnet synchronous motors suitable for operation on a 380V - 500V/3 Ph /50Hz voltage supply, skid mounted, complete ready-to-connect packaged variable speed pressure boosting system. Should be a single unit with MS CED coated suction ,delivery manifolds and base frame; isolation ball valves on suction and discharge of each in-line, vertical multi-stage pump; non return valve on discharge side of each pump; and diaphragm pressure vessel with suitable PN rating .The controller of each pump shall be able to function without a need of external controller to alternating time, alternating energy, cascade control in master slave mode.The controller must incorporate an energy saving function, (LOW FLOW STOP), that allows the system to stop all the pumps when there is no or very little consumption.The control unit shall ensure soft start of systems with for instance empty pipework (PIPE FILLLING FUNCTION). The pipework shall slowly fill with water in an empty pipework, when the pressure sensor of the system detects the pipework has been filled with water, the pressure is increased until it reaches the setpoint. The system should be provided with two pressure transmitters for redundancy.The pump set is fully assembled and tested at factoryworks prior to delivery to site.design to be approved by Engineer-in-charge.Pump in built controller programming (field adjustable) shall include as a minimum the following:Constant pressure,Start/Stop,Maximum speed,Minimum speed,Set point influence,Operating indication (system status and individual pump status),Fault indication,Pump Run/Alarm/System ault,Bus communication to BMS / SCADA systems*E. be able to provide information about: i. Operation setpoint of the system,ii. Speed of individual pumps,iii. Power consumption of individual pumps ,iv. Energy consumption of individual pumps v. Running hours of individual pumps vi. Operation mode of the system vii. Control mode of the system viii. Process value and set point of the system ix. Power consumption of the complete system 2nos. (1working + 1 standby)Vertical in line multistage pump made of Stainless steel material with multiple VFD and the VFD shall be of reputed make with RFI filter and harmonic dampers with TEFC motor, Motor enclosure shall be IP 55, motor insulation class shall be of Class F ,motor to be of efficiency IE2 and Precharged diaphram pressure vessel with food grade membrane, charging connection, connected to outlet header with necessary flanges, gaskets, isolating valves, nuts/bolts etc complete.Location: STP AREA,Purpose: FLUSHING TANK TO INTERNAL TOILET, Pump capacity- 4 LPS (1working + 1 standby),Head -25M |
| 156 | Supply, erection, testing and commissioning of auto level controller for automatic start/stop of Every water pumpsets complete with S.S. sensor at U/Gtanks, control panel, control cableetc. |
| 157 | Providing & fixingWafer type butterfly valve of pressure ratingPN10 confirming to BS 5155 for 50 mm and above (For pump outlets)65 mm dia NB |
| 158 | Providing & fixingWafer type butterfly valve of pressure ratingPN10 confirming to BS 5155 for 50 mm and above (For pump outlets)80 mm dia NB |
| 159 | Providing & fixingWafer type butterfly valve of pressure ratingPN10 confirming to BS 5155 for 50 mm and above (For pump outlets)65 mm dia NB |
| 160 | Supply, Installation jointing & testing of heavy quality Non Return valves of gun metal / brass / CI body with screwed / flanged ends 16kg class as per details mentioned in approved materials list etc. complete (For pump outlet) 65 mm dia NB |
| 161 | Supply, Installation jointing & testing of heavy quality Non Return valves of gun metal / brass / CI body with screwed / flanged ends 16kg class as per details mentioned in approved materials list etc. complete (For pump outlet) 80 mm dia NB |
| 162 | Supply, Installation jointing & testing of heavy quality Non Return valves of gun metal / brass / CI body with screwed / flanged ends 16kg class as per details mentioned in approved materials list etc. complete (For pump outlet) 65 mm dia NB |
| 163 | Supply, Installation jointing & testing of heavy quality "Y" Strainers of gun metal / brass / CI body having SS mesh with screwed / flanged ends 16kg class as per details mentioned in approved materials list etc. complete (For pump outlet)65 mm dia NB |
| 164 | Supply, Installation jointing & testing of heavy quality "Y" Strainers of gun metal / brass / CI body having SS mesh with screwed / flanged ends 16kg class as per details mentioned in approved materials list etc. complete (For pump outlet) 65 mm dia NB |
| 165 | Supply, Installation jointing & testing of heavy quality "Y" Strainers of gun metal / brass / CI body having SS mesh with screwed / flanged ends 16kg class as per details mentioned in approved materials list etc. complete (For pump outlet) 80 mm dia NB |
| 166 | Supplying, installing, testing and commissioning of Water Transfer Pump for Irrigation Purpose SS vertical multistage centrifugal pump. Each pump shall have TEFC 2900 RPM three phase electric motor. The pump shall havecast Iron head, SS base,SS Shaft/ Impeller/ Intermediate chamber. Pump shall be provided with cartridge type mechanical seal. The pump shall be suitable for auto/ manual operation. Complete (Skid mounted wall mounted / floor mounted) electrical control panel comprising of all accessories such as PLCs, pressure switches, pressure transducers, control wiringand any other necessary imports etc. (list to be provided by the vendor). Panel Should be with IP 54 Class of protection.The pump controller shall be designed and manufactured by the pump manufacturer to ensure no split responsibility and assured serviceability from one supplier. The pump shall be selected for performance at best efficiency point.However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head., Water Flow Rate : 250 LPM each -Nos. of Pumps : 2 (1W+1S),Head :60 M,Purpose: For Irrigation Purpose,Location: Plumbing Plant Room |
| 167 | Plumbing Panel (MCC) a. Incomer : 100 A, TPN, MCCB, 25kA shall be with adjustable thermal magnetic release for overload and short circuit protection. Thermal magnetic protection will be provided overload protection adjustable from 80%-100% + Voltmeter& Ammeter with selector switch b. Busbar : 100 A, TPN, AL. Busbar, 10kA c. Indicator : LED type RYB phase indicators, MCB type,d. Outgoings : 2# 25A for 5KW DOL WITH MPCB OLR & 1# 63A MCCB 1# 40A MCB |
| 168 | Providing & Fixing Heavy CI Grating at The Collection Point of Rainwater Pipe On Terrace of approved design. (Rain water Khurra), 150 X 250 mm (Rain Water Outlet) |
| 169 | Providing and constructing Brick building. Masonry catch basin of suitable size including excavation, cement concrete bedding 150 mm thick in cement mortar outside the Brick building. masonry (230 mm) in cement mortar 1:6 and benching from inside with 1:2:4 C.C. and plastering with cement mortar 1:3 from inside and outside and fixing air tight RCC covers of following sizes including curing etc suitable for following sizes of Catch Basin. 450 X 450 mm |
| 170 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface steel conduit( medium) withmodular switch, modular plates, suitable size modular GI box of specified Category and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (a) Group A-- with Cat A Modular Accessories |
| 171 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable insurface steel conduit( medium) with 2 way modular switch, modular plates, suitable size modular GI box of specified Category and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (a) with Cat A Modular accessories |
| 172 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in the independent surface steel conduit( medium) of appropriate size as required. (b) 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earthwire (20mm Conduit) |
| 173 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface steel conduit( medium) as required. (b) 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earthwire |
| 174 | Supplying and fixing of following sizes of steel conduit alongwith accessories in surface(medium)/recess(heavy) including painting in case of surface conduit or cutting the wall and making good the same in case of recessed conduit as required. (b) 25 mm |
| 175 | Supplying and fixing following way SPN sheet steel MCB distribution board 240 V on surface/ recess complete with tinned copper busbar neutral busbar earth bar dinnbar detachable gland plate interconnections phosphotized and powder painted including earthing etc. as required ( but without MCB/RCCB/Isolator) (b) 8 way single door Cat A |
| 176 | Supplying and fixing following rating double pole (single pole and neutral) 240 V RCCB having a sensitivity current upto 300mA inthe existing MCB DB complete with connections testing and commissioning etc as required(b) 40 A, Cat A |
| 177 | Supplying, drawing, connecting, testing and commissioning of shielded, twin twisted and strandedsingle core PVC insulated ( white PVC sheathing with colour skinning) FRLS copper conductor cable in existing surface/recessed steel/PVC conduit of approprriate size including connections etc. complete as required of following size. (a) 2 x 1.5 sq.mm |
| 178 | Supply of4 core unarmoured 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. 4 Core 4 sq.mm |
| 179 | Supply of4 core unarmoured 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. 4 Core 6 sq.mm |
| 180 | Supply of3 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.3 Core 2.5 sq.mm |
| 181 | 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 10 sq.mm |
| 182 | Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 3 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.(1) 3 x 1.5/2.5 Sq. mm. |
| 183 | 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.(1) 4 x 1.5/2.5 Sq. mm. |
| 184 | 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) 4 x 10 Sq. mm. |
| 185 | Supply of following rating MCCB in Sheet Steel Enclosure with extended cable end box for Incoming Cable. 40A FP MCB 10kA |
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