Public Works Department-PWD has published Development Of Sports Facilities And Construction Of Pavilion And Stands In Govt Medical College At Amritsar Development Of Sports Facilities And Construction Of Pavilion And Stands In Govt Medical College At Amritsar. Submission Date for this Tender is 06-08-2021. Sports Complex Tenders in Amritsar Punjab. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Sports Infrastructure |
2 | Construction of Tennis Courtfinished with synthetic Polyurethane flooring as per specification laid down in hand book on field of play published by SAI |
3 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
4 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
5 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
6 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring systemcomplete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
7 | Providing & Fixing Lawn Tennis Ball pole with Net made of MS standard size complete in all respect |
8 | 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. |
9 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
10 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
11 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
12 | Construction of Basket Ball Court finished with synthetic Polyurethane flooring as per specification laid down in hand book on field of play published by SAI |
13 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
14 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
15 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
16 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring systemcomplete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
17 | Providing & Installation of basketbail pole with net including fixing at site |
18 | 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. |
19 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
20 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
21 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
22 | 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. |
23 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
24 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
25 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercompletein all respect as per specification and as desired by Engineer in charge. |
26 | Construction of Volley Ball Court finished with synthetic Polyurethane flooring as per specification laid down in hand book on field of play published by SAI |
27 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
28 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
29 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
30 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring systemcomplete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
31 | Providing & Fixing Volley ball Poll with Net as standard size complete in all respect |
32 | 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. |
33 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
34 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
35 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
36 | 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. |
37 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
38 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
39 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercompletein all respect as per specification and as desired by Engineer in charge. |
40 | Construction of Hand Ball Court finished with synthetic Polyurethane flooring as per specification laid down in hand book on field of play published by SAI |
41 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. |
42 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
43 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
44 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
45 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring systemcomplete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
46 | Providing & Fixing Hand ball Goal Post as standard size complete in all respect |
47 | 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. |
48 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
49 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
50 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
51 | 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. |
52 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
53 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
54 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercompletein all respect as per specification and as desired by Engineer in charge. |
55 | Construction of Badminton Court finished with synthetic Polyurethane flooring as per specification laid down in hand book on field of play published by SAI |
56 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
57 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
58 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
59 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring systemcomplete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
60 | Providing & Fixing Badminton Poll Pairs made of MS standard size complete in all respect |
61 | Providing & Fixing Badminton Net made of Polyster white colour size 9.5m x 1.00m, mesh size 100mm x 100mm complete in all respect |
62 | 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. |
63 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
64 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
65 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
66 | Construction of Spectator Seating steps as per specification |
67 | 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. |
68 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
69 | Reinforced cement concrete M-20mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
70 | Slab |
71 | Facia |
72 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
73 | Ground Floor |
74 | Centring and shuttering for carbels, parapet, fascias and other similar items including edges. |
75 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
76 | Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded. |
77 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
78 | First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. |
79 | 12.5mm thick cement plaster 1:4. |
80 | 20mm thick cement plaster 1:4 in two coat work. |
81 | 12.5 mm thick cement plaster 1:3. |
82 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
83 | Fine dressed red sand stone (from Agra) flooring 40mm thick set in 12.5mm thick cement mortar 1:3 jointing with cement mortar 1:2 with an admixture of pigment to match theshade of stone. |
84 | Finishing walls with Premium Acrylic smooth exterior paintwith silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm1 |
85 | Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. |
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