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Construction Of Playgrounds In Govt . Senior Secondary Boys School Dharamshala, Govt. Boys Senior Secondary School Dharamshala-Himachal Pradesh

smart city mission has published Construction Of Playgrounds In Govt . Senior Secondary Boys School Dharamshala. Submission Date for this Tender is 03-05-2021. Building Work Tenders in Govt. Boys Senior Secondary School Dharamshala Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

27713083
Construction Of Playgrounds In Govt . Senior Secondary Boys School Dharamshala
Open Tender
Indian
Himachal Pradesh
Govt. Boys Senior Secondary School Dharamshala
03-05-2021

Tender Details

Construction Of Playgrounds In Govt . Senior Secondary Boys School Dharamshala

Key Value

Document Fees
INR 10000 /-
EMD
INR 437420.0 /-
Tender Value
INR 2.18 Crore /-

BOQ Items

Name of Work: Construction of Playgrounds in Govt. Senior Secondary Boys School Dharamshala.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Demolition above G.L. upto floor two level including disposal of unserviceable materials within 20 Metres lead in un reinforced cement concrete upto 15cm thickness. 37.738 cum
2 2 Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials within 20 Metres lead in cement mortar. 3.68 cum
3 3 Demolition of Rubble Masonary wall in cement mortar below G.L. upto 1.5 Metres depth including stacking of serviceable materials and disposal of un-serviceable materials within 20 Metres lead. 22.125 cum
4 4 Cutting in earth work and disposal of excavated earth upto a lead of 20 metres include spade work, pick work,chiselling/ wedging out of rock where blasting is prohibited soft rock/hard rock. 357.7 cum
5 5 Excavation in foundations, trenches etc, in earth work, such as spade work, pick work including Chiselling/ wedging out of rock where blasting is prohibited hard /soft rock lift upto 1.50 Metres 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 with in a lead of 20 metres. 286.647 cum
6 6 Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed with pick and spade work. 128.94 cum
7 7 Earth 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 earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. 617.4 sqm
8 8 Excavation in earth work and banking in 20cm. layers including breaking clods, ramming and dressing ground for the purpose of making embankment or filling up ground depressions upto a lead of 20 metres and lift upto 1.50 metres in spade and pick work. 1577.5 cum
9 9 Providing and filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete includes all carriage and lead lift as per Engg.in charge.\n 60.4 cum
10 10 Stone/boulder filling under floors/behind retaining walls of selected hard stone including carriage of material in all leads & lifts and as per direction of Engineer in charge. 144.7 cum
11 11 Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer incharge. 156.273 cum
12 12 Providing and laying cement concrete mechanically mixed 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer incharge. 74.5518 cum
13 13 Providing and laying cement concrete 1:2:4 (1 cement:2 sand :4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth Walls including attached but tresses, pilasters, and their caps and bases and string courses etc. upto floor two level.including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer incharge. 53.425 cum
14 14 Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation & plinth, walls including attached buttresses, pilasters and their caps and bases string courses etc.and independent piers, columns and pillars up to floor two level. including carriage of material upto all leads and lifts and as per direction of Engineer incharge. 127.39 cum
15 15 Providing Tor steel reinforcement Fe500 for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material upto all leads and lifts and as per direction of Engineer incharge. 14787.2 kg
16 16 Providing and laying cement concrete 1:4:8 (1cement :4sand :8 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D. Specification.\n 32 cum
17 17 Providing 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 ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in foundation,footings basis of columns etc. and mass concrete floors etc. upto 200mm thickness for vertical & horizontal, and flat & circular surfaces of, soffit, beam, slab, column and retaining structure etc. 894.853 sqm
18 18 Providing 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 537.8 sqm
19 19 Steel work welded in built up sections / hollow section, in beams joists channels ,angles ,tee ,flats with connection plates or angle cleats as in main and cross beems, 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 of red lead paint including carriage of material upto all leads and lifts and as per direction of Engineer incharge. 44.0399 qtl.
20 20 Random 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 incharge. 464.64 cum
21 21 Providing and fixing of G.I. wire 5mm thick corresponding to SWG-8. 50mm.x 50mm. Mesh with all taxes and including carriage of material upto all leads and lifts and as per direction of Engineer incharge.\n 1234.8 sqm
22 22 Providing and laying weep hole in brick masonry/stone, masonry/plain reinforced concrete in abutment,wing wall,retaining wall with 100 mm diameter PVC pipe extending through the full width of the structure with slope of 1:20 as per drawing and technical specification including carriage of material in all leads and lifts and as per direction of Engineer incharge.\n 235.802 R.Mtr
23 23 Providing weep holes in R.C.C drain with 50 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 500 no.s
24 24 Providing and laying heavy duty precast cement concrete 80mm thick laminated interlocking paver blocks vibro compacted upto M-40 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 including carriage of material upto all leads and lifts and as per direction of Engineer incharge. (Sub base concrete floor to be paid for separately). 589.593 sqm
25 25 Providing and laying 10mm thick slate flooring, 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete and carriage of material up to all leads and lifts and as per direction of Engineer incharge. 100.08 sqm
26 26 Painting 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. 203.529 sqm
27 27 Pointing 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 incharge. 333.45 sqm
28 28 15mm 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 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 incharge. 351.15 sqm
29 29 Applying one coat of distemper/cement primer of approved brand and manufacture on wall surfaces and over ceiling and/ sloping roofs after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth.\n 351.15 sqm
30 30 Painting two coats (excluding priming coat) on new concrete / masonry/ plastered surfaces with enamel paint of approved brand and manufacture for use on floors to give an even shade, including cleaning of all dirt, dust and other foreign matter and sand papering as required.\n 351.15 sqm
31 31 Providing and laying Basketball Court Size Playing Area (32 x 19)mtr./reduce or resize as on site. Asphalt Base i/c dressing of soil, compaction of the sub base will be by 8-10 ton roller, carry out anti-termite and weedicide on the total area by spraying and laying a layer of 85mm/ 65mm compacted water bound macadam in one/two layers respectively,WBM to be densely compacted by keying and inter locking the stones to ensure that no settlement takes place.Laying a 30 mm compacted thick hot mix Asphalt BM course, 20 mm compacted thick hot mix A.C course.Seal Coat with stone dust,An open saucer drains at a lower end.150mm thick edge wall for support. 8 layers Cushion KDF Material consist of 1 layer of resurfacer, 1 layer of primer with 4 layer of cushion, 2 layers of color and over the top marking Minimum 8 layered, Good quality synthetic material with binders, surfaces, all weather shield cushion coating (Approved by ITF/BFI) With Acessories of poles 200mm round pipe with 3.2 mtr distance from the board. 25mm back board transparent Acrylic with International Standard die made frame coated die made framewith built in brackets for mounting. Dunking Rim with three spring mechanism, including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer incharge.\n 608 sqm
32 32 Providing and laying Volleyball Court Size Playing Area (22 x 13)mtr. /reduce or resize as on site. Asphalt Base i/c dressing of soil, compaction of the sub base will be by 8-10 ton roller, carry out anti-termite and weedicide on the total area by spraying and laying a layer of 85mm/ 65mm compacted water bound macadam in one/two layers respectively,WBM to be densely compacted by keying and inter locking the stones to ensure that no settlement takes place.Laying a 30 mm compacted thick hot mix Asphalt BM course, 20 mm compacted thick hot mix A.C course.Seal Coat with stone dust,An open saucer drains at a lower end.150mm thick edge wall for support. 8 Layer Acrylic Synthetic ITF Standard certified system Providing and Laying of ITF Classified 4 (Medium pace) - 8 Layer Synthetic Acrylic Standard System. (ITF - International Tennis Federation Classified).i/c base layer of Acrylic primer and Resurfacer 3rd & 6th layer Acrylic Cushion 7th & 8th layer Acrylic Colour and providing fixing of poles of PCC 1:3:6 of dimension 0.45 x 0.45mtr for grouting GI Poles. Installing of fixed net poles made of powder coated MS round pipe including net and accessories all complete set as per international standard. including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer incharge.\n 286 sqm
33 33 Providing and laying 8- Layers badminton Court system having size Playing Area (7.62 x 15.24) mtr./reduce or resize as on site. Asphalt Base for outdoor recreational surface dressing of soil after removing existing grass and weeds with compaction of the sub base will be by 8-10 carry out anti-termite and weedicide on the total area by spraying ton roller. Laying a layer of 85mm/ 65mm compacted water bound macadam in one/two layers respectively. WBM to be densely compacted by keying and inter locking the stones to ensure that no settlement takes place. Laying a 30 mm compacted thick hot mix Asphalt BM course and 20 mm compacted thick hot mix A.C course completely seal coat with stone dust. An open saucer drains at a lower end with 150mm thick Edge wall for support 8 layers Cushion KDF Material consist of 1 layer of resurfacer, 1 layer of primer with 4 layer of cushion, 2 layers of color and over the top marking Minimum 8 layered, Good quality synthetic material with binders, surfaces, all weather shield cushion coating (Approved by ITF/BFI) including all taxes and carriage of material upto all leads & lifts, and as per direction of Engineer incharge.\n 116.129 sqm
34 34 Providing and laying football turf ultra durable grass-fibre (59.0x 40.5)mtr. FIFA Quality PRO,on the surface of sub Angular Silica Sand Infill Height: 20kg or 8mm Rubber Type: SBR Rubber infill height: 17 kg or 29mm on the layer of 150mm Gap 40, Gap 20 -100mm and Gap 10-35mm thick. Supplying laying and placing the Solid sub soil Main drainage line including the bending, T joining, fixing all necessary short pieces and placing the sub soil drainage line with perforated slot including the bending, jointing fixing all necessary short pieces, protect the edge of ground by hollow concrete section/Kerb stone (M20-Grade) and maintaining the diagonal slope properly to drainout the water through main sub soil drainlines and earthwork excavation by manual means for trench cutting (by hydraulic rock breaker) in hard soil involving an average horizontal throw up to 1.5 meters and an average lift up to 0.5 m with compaction of original ground with maximum of 6 passes of 8 to 10 tones power vibratory roller including filling in depression,spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface including carriage of material upto all leads and lifts and as per direction of Engineer incharge. 2389.5 sqm
35 35 Providing and fixing 3 Seater composite material Benches with back rest ( Leg are made with R.CC and seating ,back rest are made with with wooden planks) 10 no.s
36 36 Kota stone slab flooring 25 mm (average) thick base of cement mortar 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete. 250 sqm
37 37 Providing and laying 20mm.thick granite stone in flooring/RCC counter 20mm(average) thickness base of cement mortar 1:3(1cement: 3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete. 30 sqm
38 38 Supplying,installation , Testing & Commissioning of led light fixture of 150 watt for street lighting complete with all materials, as required. 18 Each
39 39 Supplying and erection of hot dip galvanized Octagonal pole height- 6m suitable with Single arm band including J-bolt & base plate complete with all materials. As per Engineer-in - Charge 18 Each
40 40 Providing foundation for Proposed Street Light Pole of 6M with RCC M20 including excavation in all classes of soil, back filling etc. complete as per drawing & specifications, 18 Each
41 41 Supplying and fixing of following way, single pole and neutral sheet steel 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 3 Each
42 42 Supplying and fixing of following way, single pole and neutral sheet steel 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-12 way 1 Each
43 43 Supplying and fixing Single Phase AC Surge Protection Device (SPD) 1 in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2 Each
44 44 Supplying 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. 4 Each
45 45 Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required:- Double pole. Cat-A. 22 Each
46 46 Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-Single pole. Cat-A. 16 Each
47 47 Providing and laying of one No. aluminium conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade direct in ground; to be laid 1 meter below the ground level including excavation sand cushioning, protective covering and refilling the trench etc. of the required size:- Armoured cable 6 sq. mm (twin core) 550 R.Mtr.
48 48 Providing and laying of one No. aluminium conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade direct in ground; to be laid 1 meter below the ground level including excavation sand cushioning, protective covering and refilling the trench etc. of the required size:-Armoured cable 10 sq. mm (twin core) 400 R.Mtr.
49 49 Supplying 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 x 1.5 Sq. mm. 180 Meter
50 50 Supplying, Installation, Testing & Commissioning of Copper Bonded Electrode 50 MM X 2000 MM Supply Of Advance Maintenance Free Chemical Gel Earthing Electrode X 2000 mm, Filled With Highly Conductive Metallic Compound Mixture CCM, With The Permanent Sealing Of The Both End , 20x3 mm Copper Bonded Electrode 50 MM X 2000 MM Supply Of Advance Maintenance Free Chemical Gel Earthing Electrode 50 mm With The Strip of gi, Terminal 40 mm x 6mm, Terminal Hole 10mm, with two backfill compound bags each containing 25 kgs of chemical. including with Pit Covers, 6 mm wire on surface or in recess for loop earthing as required., & Labour Charges As per Engineer -in Charge.Earthing system standrad must be as per IS 3043:1987, IS 3043: 2018 or equivalent IEC code. 9 Set
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