Public Works Department-PWD has published Tender For Providing And Laying Of 400 Mtr Eight Lane Synthetic Athletic Track Full Pur Type And Allied Civil Works At Guru Nanak Dev Stadium, Amritsar. Submission Date for this Tender is 29-12-2022. Civil Work Tenders in amritsar Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Nov-2022 | SBD | Technical Bid | 15-12-2022 |
| 2 | 02-Dec-2022 | Corrigendum | Financial Bid | 15-12-2022 |
| 3 | 13-Dec-2022 | Extension in Date | Date | 20-12-2022 |
| 4 | 16-Dec-2022 | Date extension | Date | 26-12-2022 |
| 5 | 20-Dec-2022 | Extension of Time limit | Technical Bid | 26-12-2022 |
| 6 | 25-Dec-2022 | Custom Duty Exemption Certificate | Technical Bid | 26-12-2022 |
| 7 | 26-Dec-2022 | Corrigendum for Date Extension | Date | 29-12-2022 |
| Sl. No. | Item Description |
| 1 | TRACK |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 3 | Provinding and laying 150mm GSB Construction of granular sub-base by providingmaterial, spreading in uniform layers with motorgrader on prepared surface, mixing by mix inplace method with rotavator at OMC, andcompacting with vibratory roller to achieve the desired density, complete as per MORD technicalspecifications |
| 4 | 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, 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 complete as per technical clause 406 of MORT & H specifications |
| 5 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 6 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete asper technical clause 503 of MORT&H specifications |
| 7 | Providing and laying bituminous macadam 50mmto 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with hydrostatic paverfinisher with sensor control to the required grade,level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications |
| 8 | Providing and applying tack coat with bitumenemulsion RS using emulsion pressure distributorat the rate of 0.25 kg per sqm on the preparedbituminprime coat after cleaning the surface complete asper technical clause 503 of MORT&H specificationss |
| 9 | Providing and laying bituminous concrete 50mm to 65mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.20%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications |
| 10 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer"s specifications (i) In oundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 11 | Long/Triple Jump Facilities |
| 12 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres in depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation For Toe Wall |
| 13 | Plain Cement concrete 1:4:8 mechanically mixed using voluemetric type concrete mixer with stone ballast of size 20mm guage complete as per PWD specifications. |
| 14 | First class burnt brick work laid in cement mortar 1:6 in foundation & Plinth Toe Wall |
| 15 | 10 mm thick cement plaster 1:4 complete as per PWD specifications. |
| 16 | Sand filling in jumping pits, including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer in Charge complete in all respect. |
| 17 | PART-II :DRAINAGE |
| 18 | R. C. C. M-25 mechanically batch mixed and vibrated but excluding steel reinforcement, centering and shuttering inFoundation & Plinth |
| 19 | R. C. C. M-25 mechanically batch mixed and vibrated but excluding steel reinforcement, centering and shuttering inSuper Structure |
| 20 | Cement concrete 1:4:8 with stone ballast 20mm gauge with stone ballast 20mm gauge |
| 21 | Shuttering for faces of concrete foundations and foundation beam and plinth beam (Vertical or battering) complete as per PWD specifications. |
| 22 | Centering and Shuttering for faces of walls |
| 23 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-2008for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 24 | Providing & FixingRCCGrating complete fixed in position. |
| 25 | Cement concrete 1:2:4 |
| 26 | With stone ballast or shingle |
| 27 | mixing by mechanical means using concrete mixer volumetric type |
| 28 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 29 | PART-III :PAVEMENT |
| 30 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt. (Also not to used over footoaths). |
| 31 | Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 32 | Supplying & fixing of Football Goal Post |
| 33 | Supplying & fixing of Football Goal Post includingNet complete in all respect as per the entire satisfaction of er.-in-charge. |
| 34 | PART - IV Providing & Fixing Following P/F Athletic Sports Equipments duly approved by World Athletics ( Earlier IAAF), complete in all respect as per satisfaction of the approval be solicited before supply of the material. |
| 35 | Providing & Fixing of IAAF approved Athletic equipments complete in all respect. |
| 36 | Aluminum Track Kerbing, powder coated, for a non-permanent install for the 400 meter oval & steeplechase.(Design-Heavy gauge aluminium features a box profile top. Held in place by 10 mm tall ribbed feet. Each section of kerbing is milled to allow easy drop in or removal of corresponding sections. Available in Raw or anodized finish. World Athletics Approved) |
| 37 | Hammer/Discus cage with 23’ tall doors with ground sleeves for single circle.(Design-Made of heavy duty Steel Tube, HOT GALVANIZED for long life. Poles can be detatched from centre for easy transportation and hinged for easy lifting during installation. easy to bind the poles together with the help of tie bars for sturdiness of the cage. Gates are attached to the poles using four hings and both gates include wheels for easy movement. NET is 5 mm thick ( Machine Knitted ) with 40 mm square mesh. Net is UV stabilized for long life. Steel tube is used on the top of the net to avoid sagging. Cage with Netting,World Athletics Approved.) |
| 38 | Aluminum Circle with Cross Bracing for Discus, powder coated white. (Design-Aluminium Discus Circle made of heavy duty aluminium. This can be folded in 2 parts for easy transportation.World Athletics Approved) |
| 39 | Discuss Ring Equipments duly approved by World Athletics ( Earlier IAAF), complete in all respect as per satisfaction of the approval be solicited before supply of the material. |
| 40 | Hammer Conversion Circle 6pc for the discus circle conversion to hammer. (Design-IAAF Certified conversion circle made of fiberglass section with reinforced steel. Section are designed to quickly convet the already set Discus circle to a Hammer Circle. World Athletics Approved.) |
| 41 | Aluminum Vault Boxes, white, pole vault boxes with the covers/lids( this includes Welded stainless steel construction. Comes with blanking board made of aluminium. Sockets at bottom for drainage of water.World Athletics Approved.) |
| 42 | Aluminum Circles with Cross Bracing for shot put, powder coated white. (Design-Made of thick Aluminum alloy in angle type construction. Constructed in two halves. Best quality nickel plated hardware used for assembling the unit. Easy to assemble and can be folded very easily for convenient transportation & storage. World Athletics Approved.) |
| 43 | Aluminum Shot Toeboards for Depressed pad.(Design-Stop board made of fibre designed for depressed pad. World Athletics Approved.) |
| 44 | Water Jump Surface Mount Barrier for Steeplechase. (Design-Heavy duty foldable beam made square Pipe inside & covered with thick Water proof solid plywood. Base legs & base made of steel square pipe with spring loaded snap lock system for easy adjustment of three different required heights. 762m.m. , 838m.m. , 914 m.m. Legs are fitted into sockets grouted in to the ground. Painted with premium quality Poly urethane paint for longer life & durability. Easy to install & foldable to transport. World Athletics Approved.) |
| 45 | Adjustable 12” Take OffBoard Systems for NCAA long & triple jump. This product is the 8 inch wide synthetic board, with 4 inch foul board and blanking lids are required. Design take-off board system- made of solid wood. Welded aluminium tray protects take-off area and facilitates easy replacements of take-off board and plasticine(Synthetic) board. Comes with heavy construction aluminium blanking lid for durability.World Athletics Approved. |
| 46 | Providing and Installation of Track Cleaning machine including all accessory complete in all respect as per satisfaction of Engineer in charge |
| 47 | Public Health |
| 48 | Sprinkler Irrigation System forfootballGround |
| 49 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 50 | 384 x 0.60 0.45 |
| 51 | Providing,laying&jointinginpositionPVCpipeconformingtoISI standardandsuitablefortherespectiveworkingpressureswithall fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers" instruction, |
| 52 | PVC pipe 160mm-10 kg/cm2 |
| 53 | PVC pipe 110mm-6 kg/cm2 |
| 54 | SPRINKLERS & ACCESSORIES |
| 55 | Providing & fixing of ST-1600-HS-B raingun 32.5M -50.3 mtr radius , flow 364 to 1237 lpm - with CV - etc. item complete. |
| 56 | Connecting Assembly, 2” (110x2" Rotor Assembly) |
| 57 | Providing & fixing of ST-1600B Service Tool, for removing gear drive from pop-up body (one required per site) |
| 58 | Providing and fixing ofPP service saddle ofvarying size.2" |
| 59 | VALVES & ACCESSORIES |
| 60 | Providing and fixing of PVC Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem non mechanical ,with a base which permits maximum penetration into the valve of size 63mm. |
| 61 | Providing & fixing of 110 MM OR 4" PVC BFV as IsolationValvein mainlinefor bypass and flow diversion of approved quality |
| 62 | Providing & fixing of a double acting 2"Air release valve,The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 5 bar. Including service saddle and riser assembly. |
| 63 | Providing & fixing of 12" Rectangular Valve Box withgreenlid and corrugated structure with unique shovelaccess slot and bolt hole knockout |
| 64 | Providing & fixing of 10" Round Valve Box withgreenlid and corrugated structure with unique shovelaccess slot and bolt hole knockout |
| 65 | Providing & fixing of 6"Roundbox withgreenlid and corrugated structure with unique shovelaccess slot and bolt hole knockout |
| 66 | Providing & fixing of 1" Brass Quickcoupling valve made up ofsolidbrass with locking covercorrosion resistant and stainless steel spring.Including service saddle and riser assembly. |
| 67 | Providing & fixing of 1" Brass Key threads into top of QCV to provide water access And Brass Swivel Elbow |
| 68 | Providing & Fixing of ST-1600-HSB Pop-up , top service 40°-360° adjustable are 2"" (50mm) BSP inlet, for kits STR-5V , ( HUNTER - USA ). |
| 69 | CONSTRUCTION OF PUMP CHAMBER 10’ X 12’ SIZE AT TUBEWELL |
| 70 | Earth work in excavation in foundations, trenches, etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. Layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 71 | Cement Concrete 1:5:10 with 40mmgauge stone aggregate. |
| 72 | Ist class B.B. work laid in cement and mortar 1:5 in foundation and plinth. |
| 73 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hotand sanded. |
| 74 | 20mm thick cement plaster damp proof course 1:3 with two coats of bitumen at 1.65 kg. per sqm. laid hot and sanded. |
| 75 | First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level. |
| 76 | Reinforced cement concrete M-20 mechanically mixed using batch type concrete mixer as per IS 1791 & vibrated by needle vibrator but excluding reinforcement centering and shuttering in super structure |
| 77 | Centering & Shuttering for flat surfaces such as suspended floors, roofs, langing, chajjas, shelves etc. |
| 78 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 79 | Centering & Shuttering for sides & soffits of beam, beam launchings girders, bressumers, lintels |
| 80 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete |
| 81 | Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand filling. |
| 82 | Providing and fixing glass strips 3 mm thick (b) 40mm wide |
| 83 | 40mm thick grey polished flooring cementconcrete 1:2:4 toping finished with 3 mm thick neat coat of cement rubbed and polished |
| 84 | 20mm thick grey polished skirting or dado consisting of bottom layer of 16 mm thick cement sand plaster 1:3 and finished 3 mm thick topping of neat cement, rubbed and polished including rounding of juntion with floors. |
| 85 | 12.5 mm thick cement plaster 1:2 |
| 86 | 12.5 mm thick cement plaster 1:4 |
| 87 | 10 mm thick cement plaster 1:4 |
| 88 | 10mm thick cement plaster 1:3 |
| 89 | Providing, Laying , fixing & jointing ofP.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 90 | Providing and fixing in position SWR UPVC specials for soil waste vent or anti syphonage pipes as per as per IS - 14735 of approved make (to the approval of Engineer-in-charge) including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. |
| 91 | Top Khurra 0.6m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 |
| 92 | Bottom Khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12.5 mm thick cement plaster 1:3 |
| 93 | Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of Paris and chalk mitti including finishing the surface to the required finish complete. |
| 94 | Distempering with dry distemper of approved manufacture two coats over one priming coat |
| 95 | Steel work fixed independently without connecting plates including cutting housting and fixing in position |
| 96 | Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25 mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 kg per sqm. on top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 97 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated lead upto 5000 metres. |
| 98 | 12.5 mm thick cement plaster 1:3 with a floating coat of 1 mm thick neat cement |
| 99 | Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work two coats to give an even shade. |
| 100 | Cement concrete1:2:4 gola 10 cm x 10 cm quadrant along junction of roof with parapet wall finished smooth , where specially specified. |
| 101 | RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:Wiring in PVC insulated copper conductor single core FRLS cable (ISI marked), 1100volts grade to be laid in heavy gauge, uPVC, fire retardant conduit pipe 20mm/25mm dia. (2mm thick) ISI Marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules, for having electronic fan regulators, bell push, electronic buzzer, 3pin 6Amp., 3pin 16/20Amp. Sockets and 6Amp./16/20Amp. Switches (Screw Type Modular Accessories) etc., and covered with Frame Plate etc., & including the cost of required number of modular switches/sockets, step type electronic fan regulator 100watts, PVC connector (For Fan Box and Electronic Buzzer), Steel Hooks, Circular Inspection Box (Recessed Type and Deep Type) uPVC conduit pipe & copper wire and other petty material etc. including the cost of cutting and filling up of chases:- |
| 102 | Wiring fan point with sheet metal fan box (shape hexagonal & sheet thickness not less than 1.60 mm) in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100 volts grade with step type electronic fan regulator 100watts. |
| 103 | Wiring light point in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm,1100volts grade. |
| 104 | Wiring 3 Pin 6 Amp. Plug control comprising wall socket (shuttered) and switch including bonding to existing earth with PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1 sq. mm, 1100volts grade complete. |
| 105 | Earthing of Sheet metal/ iron clad Switches and metallic cases etc., with No. 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe partly recessed and partly on surface complete with 135cm long 50mm dia. G.I. earth pipe with G.I. reducing socket (50mm x 15mm) including erection of the same, 10 metre below ground level with necessary charcoal & salt mixture etc., up to 13 metre in length (including boring & refilling). |
| 106 | MINIATURE CIRCUIT BREAKERS/ RCBO"s/ RCCB"s: Supply and erection of Miniature Circuit Breakers/ RCBO"s/ RCCB"s in the existing MCB distribution board as per PWD General Specifications 2010 including connections with suitable size of thimbles/lugs. |
| 107 | GROUP-B: (Havell"s, HPL, ABB, Indo Asian & other brands approved by PWD) Miniature circuit breaker single pole 50, 63amp. (Breaking capacity 10kA, Curve-C) suitable for 240/ 415 volts 50cycles AC supply |
| 108 | Providing & Fixing Tube light 40 Watt Phillips make. |
| 109 | Providing & Fixing Fan 1400 mm Sweep, Crompton make. |
| 110 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 111 | Providing &Fixing Glass panes with nails & Putty or Wooden strip. Complete in all respects. |
| 112 | (b)Glazing Area above 0.09 Sqm (ii)4 mm thick or 10.78 Kg/Sqm |
| 113 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. With Special Quality Paint |
| 114 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work. With Special Quality Paint |
| 115 | First class Burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. HaudiBack side pump chamber |
| 116 | 12.5 mm thick cement plaster 1:2 with cement rendering on plaster 1mm thick complete in all respect. |
| 117 | Cement concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type. |
| 118 | Tubewell |
| 119 | Drilling of 500 mm dia bore with reverse rotary rig in all kinds of soil including the cost of consumabl stores, fuel oil and transportation of rig to the site. Complete in all respects. |
| 120 | Drilling of 500mm dia bore with reverse rotary rig upto 150 mtr depth BGL. |
| 121 | Supplying, lowering of MS Pipe as per IS:4270- 2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. |
| 122 | 200mm Nominal Diameter (Weight 33.6 kg/mtr) 6.4 mm Thickness |
| 123 | 150mmnominal diameter (weight 11.50 kg per metre) 5.4 mm thickness |
| 124 | Supplying, fixing lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest with SS socket to connect Strainer to Strainer Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore. |
| 125 | 150mm Steel strainer (slot size 0.50mm) 5.00 mm thickness |
| 126 | Supplying and fixing well cap having thread to fix on housing pipe. Complete in all respects. |
| 127 | 200mm Internal Diameter |
| 128 | Supplying and fixing Mild steel centering guide made out of 32mm x 6mm thick M.S. bar complete in all respects. |
| 129 | Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. uPVC Pipe 10 Kgf/cm2 |
| 130 | 40mm i/d |
| 131 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 132 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 133 | Supplying at quarry site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments+C35 (to be paid as per actual length of pipe) |
| 134 | Development of Tube Well |
| 135 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 136 | Capacity of Air compressor 300 cfm at 250 PSI |
| 137 | Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. |
| 138 | Providing Erection & testing Electrically driven water lubricated 7.5 HP submirrissible pumping motor with 4 stage pump |
| 139 | Supply and erection of PVC insulated PVC shealted (3 core) round flexible wire with copper conductor (FR) cable providing laying & testing 3 core copper conductor cable 2.5 mm2. |
| 140 | Providing and fixing penal board consisting of strait ML 1.5, voltage meter, ampere meter, main switch, indicating tamp, MCB, ELCB, Shunt capacitor and other required services complete in all respect. |
| 141 | Supply & erection of G.I. pipe (A Class) as per IS 1239 (Part-I) 2004 including socket, bends, inspection boxes, steelhooks, GI saddle clamps and other petty. |
| 142 | Galvanzed Iron pipe 32mm dia (A Class) on surface |
| 143 | Cost of G.I. Pipe fittings |
| 144 | Cost for unseen Items (if any) 5% of Tubewell items i.e. Rs. 844208 |
| 145 | Rain Water Harvesting System |
| 146 | Boring withcasing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested, equipment as requried such as hand boring machine and its accessory, transportation to site and vice versaetc. complete in all respect. |
| 147 | Boring with 250 mm i/d housing pipe |
| 148 | Up to 150 mtr depth |
| 149 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized UPVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – in-charge. |
| 150 | 200 mm ) nominal size dia |
| 151 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized UPVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, 2010 including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (200 MM) |
| 152 | Supplying & Fixing of well cap having threadto fix on housing pipe complete in all respect |
| 153 | 200mm internal diameter |
| 154 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 155 | Supplying at quarry siteofgravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) |
| 156 | Making soak pit 2.5 m outer Diametre 3.0metre deep 230mm thick 1:5 brick workhoney comb with bricks of Ist Class and S.W. drain pipe 100 mm Diametre, 1.8 m longcomplete as per standard design |
| 157 | Providing, Laying , fixing & jointing of P.V.C.Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as perspecifications. |
| 158 | 160mm o/d pipe of 10 Kgf. / sqcm |
| 159 | Electrical |
| 160 | PVC INSULATED PVC SHEATHED FR ROUND FLEXIBLE COPPER CONDUCTOR CABLE |
| 161 | Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wirewith copper conductor cable (ISImarked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the engineer-in-charge:- |
| 162 | Overall size 6.0sq.mm (56/0.3mm), 2Core |
| 163 | Supply and erection of surge protection device (SPD) 3 Phase,4 pole, 4 modules 40 Ka,confirming to IEC 60643-1 or equivalent Make Hager (SPD440D) Schneider (AL 40600), ABB(2CTB803973R1500) in main pillar boxes. |
| 164 | Supply, Installation, Testing commissioning of 1KW LED Sports Lighting fixure in place of existing lighting arrangement i.e. (Per High Mast Pole) complete in all respect as per satification of Engineer in charge. Technical Specifications of LED out Door fittings shall be as per the Approval of Technical Advisor to Hon"ble CM Pb vide letter No. AT/2021/GL/1410-1422 Dated 06-05-2021 |
| 165 | Horticulture |
| 166 | laser leveling of land up to 300 mm with tractor &Laser leveling achinecomplete in all respect. Up to 5 acre |
| 167 | Grassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formedFine grassing including uprooting rank vegetation and weeds by digging the area to adepth of 30 cm, removing all weeds and othergrowth with roots by forking repeatedly, breakingclods, rough dressing, flooding with water,uprooting fresh growth after 10 to 15 days,mixing fertilizer and then fine dressing forplanting new grass, including disposal of allrubbish with all leads and lifts, watering,weeding and maintenance for 30 days or till thicklawn is formed. |
| 168 | Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control 0.75m x 0.75m x 0.75m = 0.42 Cum |
| 169 | Planting specimen plants in prepared pits and watering |
| 170 | Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control 0.60m x 0.60m x 0.60m = 0.216 Cum |
| 171 | Supplying and planting permanent trees in prepared pits and watering |
| 172 | Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control 0.45m x 0.45m x 0.45m = 0.09 Cum |
| 173 | Supplying and planting permanent shrubs in prepared pits and watering |
| 174 | Site clearance Excavation in dumped stone or malba including stacking of unserviceable material separately and disposal of unserviceable material. Lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed in all kinds of soils. |
| 175 | Maintenance of grassy grounds including fertilizer application, watering, weeding, top dressing with good earth and manure mixture, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads |
| 176 | Maintenance of tree including fertilization,application of insecticide, watering, weeding,training, pruning, disposal of debris and otheractivities. Maintenance of trees for the 1st year |
| 177 | Maintenance of shrubs for one year including training, pruning, fertilization, application of insecticide, watering and weeding. (a)Individual shrubs |
| 178 | Maintenance of specimen plants for one year including, fertilization, application of insecticide, watering and weeding. |
| 179 | Synthetic Athletic Track ( FULLPUR ) |
| 180 | Providing and laying IAAF approved ReKortan M99 with smartrack TECHNOLOGY Athletics Track with minimium 15mm thick layers Surfaceincludingmarking on the surface all complete as per requirments/ specifications down by IAAF class -II certification and as per direction of the Engineer in complete in all respect. The Colour of Track should be finalized by EIC. SMARTACKS FACILITY Supplly & Instalations of high qualitymegnetic/timing gates for highperformance /intelligent training of athletes to measure the following key perameters Running times ,Interval times ,Distnce ,speed step frequency step Number, Step length Jump performance Tapping Performance Timming Gate on the inner 400 m lane at the equal intervalof 50 m each 8 nos Timing GATes on the 100 m traight lane at the interval of0m , 5 m ,10 m ,20 m 60 m and 100 m ( 6 Nos)Sensor including Belt(one)Softfware Smartrack FULL version (One). The design of the facility should be submitted for approved before Supply. |
| 181 | Add culture cess |
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