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Construction Of Sports Playfields In Govt. Senior Secondary Boys School At Dharamshala To Create A Centralized Hub For Sports Different Sports Field Are Proposed. 1. Basketball Court 2. Volleyball Court 3. Badminton Court, Kangra-Himachal Pradesh

smart city mission has published Construction Of Sports Playfields In Govt. Senior Secondary Boys School At Dharamshala To Create A Centralized Hub For Sports Different Sports Field Are Proposed. 1. Basketball Court 2. Volleyball Court 3. Badminton Court. Submission Date for this Tender is 22-02-2022. Playground Construction Tenders in Kangra Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

31054646
Construction Of Sports Playfields In Govt. Senior Secondary Boys School At Dharamshala To Create A Centralized Hub For Sports Different Sports Field Are Proposed. 1. Basketball Court 2. Volleyball Court 3. Badminton Court
Open Tender
Indian
Himachal Pradesh
Kangra
22-02-2022

Tender Details

Construction Of Sports Playfields In Govt. Senior Secondary Boys School At Dharamshala To Create A Centralized Hub For Sports Different Sports Field Are Proposed. 1. Basketball Court 2. Volleyball Court 3. Badminton Court

Key Value

Document Fees
INR 10000 /-
EMD
INR 291000.0 /-
Tender Value
INR 1.45 Crore /-

BOQ Items

Name of Work:Construction of Sports/Playfields in Gov"t Sr. Sec. Boys School Dharamshala
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of grith upto 30 cm. measured at a height of 1 metre above ground and removal of rubbish upto a all leads and Lifts and as per the direction of Engineer in charge
2Demolition above G.L. upto all floor level including disposal of unserviceable materials upto a all leads and Lifts and as per the direction of Engineer in charge
3Demolition of brick work above G.L. upto all floor level including stacking of serviceable materials and disposal of un-serviceable materials upto a all leads and Lifts and as per the direction of Engineer in charge
4Demolition of Rubble Masonary wallin cement mortar below G.L. upto in anydepth including stacking of serviceable materials and disposal of un-serviceable materials upto a all leads and Lifts and as per the direction of Engineer in charge
5Cutting in earth work and disposal of excavated earth upto all leads and Lifts and as per the direction of Engineer in charge include spade work, pick work,chiselling/ wedging out of rock where blasting is prohibited soft rock/hard rock.
6Excavation in foundations, trenches etc, in earth work, such as spade work, pick workincluding Chiselling/ wedging out of rock where blasting is prohibited hard /soft rock lift upto all heights stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed upto a all leads and Lifts and as per the direction of Engineer in charge
7Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead uptoall leadsdisposed earth to be levelled and neatly dressed with pick and spade work.s and as per the direction of Engineer in charge
8Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earthupto a all leads and Lifts and as per the direction of Engineer in charge
9Providing & filling, stone/boulder solling under floors/filling behind retaining walls of selected hard stoneincluding carriage of material in all leads & lifts and as per direction of Engineer in charge.
10Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of material in all leads and lifts as per direction of Engineer in Charge.
11Providing and layingcement concretemechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing completeexcluding cost of form work in foundation & plinth and walls including attached buttresses pilasters and their caps and bases and string courses etc. upto floor two level. including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
12Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in foundation and plinth/ steps and coping etc. and in Walls including attached buttresses,pilasters and their caps and bases and string courses etc. upto all floor level includng carriage of material upto all leads and lift as per Engineer-In-Charge.
13Providing and layingin position ready mixed or site batched M15 design mix cement concrete for Reinforced/Plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing,includng carriage of material upto all leads and lift as per Engineer-In-Charge. Note: Cement content in design mix shall not be less than 240 kg /cum
14Providing and layingin position ready mixed or site batched M20 design mix cement concrete for Reinforced/Plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete in all worksincluding carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge. Note:-Cement content shall not be less than 270 kg /cum.
15Providing TorFe500 Grade steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level including cost of binding wire with carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
16Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceilingupto all heights and removal of the same for insitu-reinforced concrete & plain concrete work in foundation,footings basis of columns etc. and mass concretefloors etc. upto 200mm thickness for vertical & horizontal, and flat & circular surfaces of, soffit, beam, slab, column andretaining structure etc.
17Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc.and removal of the same for insitu-reinforced concrete & plain concrete work in drains.i/c carriage of materials of all leads and lifts as per Engg. in Charge
18Providing and fixing precast RCC M20 grade saucer drain size(1.0x0.20x0.40)m i/c reinforcement steel bar as per design and drawings,i/c all lifts, lead, carriage and taxes.
19Providing and fixing precast M20 grade of RCC drain cover slab (1000x700)mm i/c reinforcement steel bar as per design and drawings, and 75mm thick perforated RCC drain cover, (with 50mm PVC pipe for holes)i/c all lifts, lead, carriage and taxes.
20Steel work welded in built up sectionsin beams joists channels ,angles ,tee ,flats with connection plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like and in In gratings framed guard bars, ladders, railling,brackets and similar works trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat ofred lead paintincluding carriage of material upto all leads and lifts and as per direction of Engineer In Charge.
21Random rubble masonry/ polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast walls and retaining walls also inclusive the rate of carriage of material upto all leads and lifts and as per direction of Engineer-in- Charge.
22Brick work using common burnt clay second classbuilding bricks with cement mortar 1:3 (1 cement : 3 sand) in super-structure above plinth level upto all floor level i/c carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
23Providing and fixing of G.I. wire 5mm thick corresponding to SWG-6. 75mm x 75mm. Mesh with all taxes andincluding carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
24Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe (weight should not be less than 4kg/cm2), extending through the full with of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7,including carriage of material in all leads and liftsand as per direction of Engineer in Charge.
25Providing and laying heavy duty precast cement concrete 60mm thick coloured & laminated interlocking paver blocks vibro compacted upto M-35 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete as per approved design pattern, techanical specification and direction of Engineer-In-Charge. (Sub base concrete floor to be paid for separately) including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
26Providing and laying heavy duty precast cement concrete 50mm thick coloured & laminated interlocking paver blocks vibro compacted upto M-30 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete as per approved design pattern, techanical specification and direction of Engineer-In-Charge. (Sub base concrete floor to be paid for separately).upto a all leads and Lifts.
27Providing and laying 15mm thick slate flooring size (300x200)mm, on 20 mm(average) thick base of cementmortor 1:4 (1 cement :4 sand)laid over and jointed withgrey cement slurry mixed with pigment to match the shade ofthe slab. including rubbingand polishing complete andcarriage of material up to all leads and lifts and as per direction of Engineer in Charge.
28Painting two coats (excluding priming coat) on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt, dust and other foreign matter with readymixed paint other than white including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
29Pointing on Random rubble uncoursed stone masonary with cement mortar 1:3 (1 cement :3 sand) raised and cut pointing including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
3015mm Cement plaster in cement mortar 1:4 (1 cement : 4 sand) in single coat on the rough side of brick/ concrete/ stone walls for interior/exterior plastering upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
31Applying priming with cement primer coat on new concrete/masonry/ asbestos cement/ plastered surfaces after and including preparing thesurface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required with readymixed cement primer including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
32Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand papersmooth complete including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
33Providing and laying damp proof course to horizontal/vertical surface with cement mortar 1:2 (1 cement:2 sand) and curing complete with applying a coat of hot bitumen(mexphalt 80/100 or equivalent) using 1.70 kg. per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
34Providing, laying and fixing of FITFLEX Interlocking Sports Tiles. Tile size should be (304.88 x 304.88) mm and Thickness 16mm.Double Layered Material must weigh 3.7 kg per sqm +-5%,One Tile must have 10 Rectangular shaped Locks, The Lock Size should be(40 x 11) mm Dobuble Locking System, must have the holes for fasteners to be Inserted for Fixing. Shock Absorption 35 %, Ball Bounce > 97%, vertical Deformation 2.3mm, Tiles should be antiskid and perfect for sports. The Tile must be ITF approved. Vendor company must be ISO Certification and manufacturing Code of Sports Flooring on Udyam,Rhombus shaped top.including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer in charge.
35Supplying and stacking of good earth at site including royalty and carriage upto 100metres on head load and 1 km. By mechanical transport (earth measured in stacks will be reduced by 20% for payment)
36Supplying and stacking sludge at siteincluding royalty and carriage upto 100 metres by head load and 1 km. By mechanical transport (Sludge measured in stacks will be reduced by 8% for payment)
37Mixing earth and sludge or manure in proportion specified or directed including carriage of material up to all leads and lifts and as per direction of Engineer in Charge.
38Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of Engineer- In-Charge.
39Providing, and fixing volley Ball Structure made of MS ISI Mark tubing outer pole outer dia 88mm with wall thickness of 3mm Thickness with arrangement of holding the net wire heavy duty. Net wire tightening mechanism, Both with the help of a single key All System as per International Standard, make as per FIVB Rules and finished goods. including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
40Supply and fixing of Basketball Pole BB2 : Supply of basketball poles make as per BFI Rules and finished goods made of heavy iron 8 inch diameter with 5 mm WT middle support of 60 mm diameter 4 mm WT , Extension as per Basketball federation of India 3.20 Mtrs. Dunking Rings: Supply & fixing of basketball Rings with shock absorbers made of heavy Iron MS bar (solid). Basketball Board: Supply & fixing of basketball boards acrylic made without any water Mark/ scratch, water proof/weather proof as per BFI. Standard size (180x 105)cm, 25mm, Thick, covered with angle iron all around 35 mm x 4 mm with computerized lining of paint and tapered / chrome plated Nut bolts are used to fix the angle iron support. including foundation work of Earthwork, PCC, concrete with specified reinforcement with all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
41Providing and fixing of the Intergrally weighted badmintion posts allows regulation net height to be achieved Detachable front upright manufacture from 40mm round pipe 4mm thick Base in 94x47mm=12swg weight stock of cast iron 75kg each side Wheel as non marking with bearing inside the wheel 100 mm dia. Complete with rubber feet to protect the playing surface and grip on wooden &synthetic floor. finish polyester powder coated blue colour. including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer-In-Charge.
42Providing and fixing Net (Volley ball Net as per SAI guidelines of high class) on volleyball pole i/c carriage of material upto all leads & lifts, and as per required dimensions direction of Engineer in Charge.
43Providing and fixing Net (Badminton Nets as per SAI guidelines of high class ) on badminton court as per required dimensions poleincluding all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
44Supplying,installation , Testing & CommissioningofLED Luminaires fixture of 150 watt for street lighting complete with all materials, in all lead & lift as per Engineer-In Charge.
45Supplying and erection of hot dip galvanized Octagonal Pole height- 6 M suitable with Single arm band , including foundation J-bolt & base plate complete with fixing of all materials. Pole should be PU painted (Polyurethane Paint) & Powder coated with suitable colour including carriage ofmaterials with all lead and lifts. Materialsas approved by " DSCL" & As per direction ofEngineer-in - Charge
46Supplyingand fixingoffollowingway, singlepoleandneutral sheetsteel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required:-Double door-8 way including carriage of material upto all leads & lifts, and as per direction of Engineer In Charge.
47Supplying and fixing Single Phase AC Surge Protection Device (SPD) 1 in the existing MCB DB complete with connections, testing and commissioning etc. as requiredincluding carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
48Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps. Cat-A including carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
49Supplyinganderection of 40/50/63 amps rating, 10 KA breaking capacity, 240volts, "C" curves, miniaturecircuit breaker of following poles in the existing MCB DB complete with connections etc. as required:- Double pole. Cat-Aincluding carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
50Supplyinganderection of 6amps. to 32 amps. rating, 10 KA breaking capacity, 240volts, "C" curves, miniaturecircuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-Single pole. Cat-Aincluding carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
51Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.120 mm dia (OD-17 mm & ID-103 mm nominal)including carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
52Providing, laying and fixing of one No. aluminium conductor, PVC insulated and PVCsheathed, armoured/XLPE power cable, working voltage 1100 volts gradeon surface etc. of the required size:-- Armoured cable 6 sq. mm (twin core)including carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
53Providing, laying and fixing of one No. aluminium conductor, PVC insulated and PVCsheathed, armoured/XLPE power cable, working voltage 1100 volts gradeon surface etc. of the required size:- Armoured cable 10 sq. mm (twin core)including carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
54Supplying and drawing following size of PVC insulated, heat resistant, flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in existing surface / recessed, Steel/PVC conduit as required.PVC insulated HRFR LS Copper conductor 3 x1.5 Sq. mmincluding carriage of material upto all leads & lifts, and as per direction of Engineer in Charge.
55Supplying, Installation, Testing & Commissioningof GIearthing protection system for Electrical system in Building including all these following materials ; { 1. GI earthing rod 40 X 2 Mtr, 2. chemical bag (15kg) in 2 nos, 3.Advance Maintenance free gel chemical (5 Ltr.), 4.GI wire 8 Sq mm, 5. Inspection Cover (300 X 300), 6.Installation & Commissioning charges , 7.Shipping Charges},Labour Charges & as required.including carriage ofmaterials with all lead and lifts. Materialsas approved by " DSCL" & As per direction ofEngineer-in - Charge
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