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Construction Of Model Crematorium At Purushottampur Nac, Purushottampur-Odisha

municipality has published Construction Of Model Crematorium At Purushottampur Nac. Submission Date for this Tender is 28-06-2021. Cremetorium Tenders in Purushottampur Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

28237496
Construction Of Model Crematorium At Purushottampur Nac
Open Tender
Indian
Odisha
Purushottampur
28-06-2021

Tender Details

Construction Of Model Crematorium At Purushottampur Nac

Key Value

Document Fees
INR 11800 /-
EMD
INR 77074.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Crematorium Yard at Purushottampur
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Office cum Care Taker Room 1 Cum
2 2 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 48.78 Cum
3 3 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 14.92 Cum
4 4 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 5.35 Cum
5 5 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 11.12 Cum
6 6 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 17.77 Cum
7 7 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
8 7.1 Column upto Plinth 2.22 Cum
9 7.2 Plinth Bend 4.19 Cum
10 7.3 Lintel 1.03 Cum
11 7.4 Column Super Structure 2.48 Cum
12 7.5 Roof Beam 1.71 Cum
13 7.6 R.C.C. Chajja 2.86 Sqm
14 7.7 R.C.C. Stair Case 0.22 Cum
15 7.8 R.C.C. Roof Slab 4.14 Cum
16 8 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
17 8.1 Footing and Column upto Plinth 49.9 Sqm
18 8.2 Column and Roof Beam 14.95 Sqm
19 8.3 Lintel Bend 8.97 Sqm
20 8.4 R.C.C. Chajja 2.86 Sqm
21 8.5 R.C.C. Stair Case 0.54 Sqm
22 8.6 R.C.C. Roof Slab 36.01 Sqm
23 9 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 18.17 Qtl
24 10 Supplying, fitting and fixing of Vertified floor tile in floors of size 600mm x 600mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 26.67 Sqm
25 11 Supplying, fitting and fixing of Vertified tile in wall & dadoo of size 300mm x 300mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 13.76 Sqm
26 12 Supplying, fitting and fixing of Commercial vetrified tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 3.15 Sqm
27 13 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 80.67 Sqm
28 14 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 77.46 Sqm
29 15 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 25.23 Sqm
30 16 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 105.9 Sqm
31 17 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 77.46 Sqm
32 18 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 274.28 KG
33 19 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 3.54 Sqm
34 20 Wood Store 1 Cum
35 21 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 29.07 Cum
36 22 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 13.54 Cum
37 23 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 4.24 Cum
38 24 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 35.73 Cum
39 25 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 8.19 Cum
40 26 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
41 26.1 Footing and Column upto Plinth 16.76 Sqm
42 26.2 Column Super Structure 18.7 Sqm
43 26.3 Lintel 9.45 Sqm
44 26.4 R.C.C. Chajja 0.99 Sqm
45 26.5 R.C.C. Stair Case 0.69 Sqm
46 26.6 R.C.C. Roof Slab 37.06 Sqm
47 27 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
48 27.1 Column upto Plinth, Plinth Bend, Lintel, Column Super Structure etc 8.55 Cum
49 27.2 R.C.C. Chajja 0.99 Sqm
50 28 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 9.06 Qtl
51 29 2.5cm artificial stone flooring with cement concrete (1:2:4) including punning using 12 mm size hand broken granites chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 21.94 Sqm
52 30 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 39.75 Sqm
53 31 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 50.44 Sqm
54 32 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 10.8 Sqm
55 33 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 50.55 Sqm
56 34 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 50.44 Sqm
57 35 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 97.2 KG
58 36 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 4.81 Sqm
59 37 Locker Room 1 Cum
60 38 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 28.46 Cum
61 39 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 34.24 Cum
62 40 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 2.46 Cum
63 41 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 3.55 Cum
64 42 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 8.84 Cum
65 43 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
66 43.1 Footing and Column upto Plinth 29.24 Sqm
67 43.2 Column Super Structure 24.7 Sqm
68 43.3 Lintel 4.23 Sqm
69 43.4 R.C.C. Chajja 18.49 Sqm
70 44 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
71 44.1 Column upto Plinth, Plinth Bend, Lintel, Column Super Structure etc 9 Sqm
72 44.2 R.C.C. Chajja 0.99 Sqm
73 45 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 10.14 Qtl
74 46 Supplying, fitting and fixing of Vertified floor tile in floors of size 600mm x 600mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 12.24 Sqm
75 47 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 39.75 Sqm
76 48 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 47.2 Sqm
77 49 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 10.8 Sqm
78 50 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 50.55 Sqm
79 51 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 47.2 Sqm
80 52 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 97.2 KG
81 53 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 4.81 Sqm
82 54 Store Room for Keeping Ritual Material 1 Cum
83 55 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 28.46 Cum
84 56 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 15.27 Cum
85 57 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 3.15 Cum
86 58 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 3.55 Cum
87 59 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 8.89 Cum
88 60 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
89 60.1 Footing and Column upto Plinth 29.24 Sqm
90 60.2 Column Super Structure 25.72 Sqm
91 60.3 Lintel Bend 4.23 Sqm
92 60.4 R.C.C. Chajja 18.49 Sqm
93 61 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
94 61.1 Column upto Plinth, Plinth Bend, Lintel, Column Super Structure etc 9.09 Sqm
95 61.2 R.C.C. Chajja 0.99 Sqm
96 62 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 10.25 Qtl
97 63 Supplying, fitting and fixing of Vertified floor tile in floors of size 600mm x 600mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 21.38 Sqm
98 64 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 39.75 Sqm
99 65 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 50.44 Sqm
100 66 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 10.8 Sqm
101 67 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 50.55 Sqm
102 68 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 50.44 Sqm
103 69 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 97.2 KG
104 70 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 4.81 Sqm
105 71 Pump House 1 Cum
106 72 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 14.42 Cum
107 73 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 11.2 Cum
108 74 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 1.55 Cum
109 75 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 4.51 Cum
110 76 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
111 76.1 Footing and Column upto Plinth 9.57 Sqm
112 76.2 Column Super Structure 4.88 Sqm
113 76.3 R.C.C. Stair Case 0.15 Sqm
114 76.4 R.C.C. Roof Slab 3.82 Sqm
115 77 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 2.21 Sqm
116 78 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 2.46 Qtl
117 79 2.5cm artificial stone flooring with cement concrete (1:2:4) including punning using 12 mm size hand broken granites chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 0.11 Cum
118 80 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 12.71 Sqm
119 81 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 11.18 Sqm
120 82 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 12.71 Sqm
121 83 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 32.94 KG
122 84 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 1.65 Sqm
123 85 Vehicle Access (Paver Block) 1 Cum
124 86 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 19.33 Cum
125 87 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 19.33 Cum
126 88 Supplying, fitting and fixing of Interlock Paver block in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 193.27 Sqm
127 89 Bathing, Wash and Changing Room 1 Cum
128 90 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 84.5 Cum
129 91 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 6.84 Cum
130 92 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 7.26 Cum
131 93 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 18.09 Cum
132 94 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 26.73 Cum
133 95 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Sqm
134 95.1 Footing and Column upto Plinth 74.94 Sqm
135 95.2 Column Super Structure 30 Sqm
136 95.3 Roof Beam 25.24 Sqm
137 95.4 Lintel Bend 15.14 Sqm
138 95.5 R.C.C. Chajja 2.97 Sqm
139 95.6 R.C.C. Stair Case 0.84 Sqm
140 95.7 R.C.C. Roof Slab 43.41 Sqm
141 96 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
142 96.1 Column upto Plinth, Plinth Bend, Lintel, Column Super Structure etc 20.53 Cum
143 96.2 R.C.C. Chajja 2.97 Sqm
144 97 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 22.85 Qtl
145 98 Supplying, fitting and fixing of Vertified tile in wall & dadoo of size 300mm x 300mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 69.86 Sqm
146 99 Supplying, fitting and fixing of Commercial vetrified tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 46.53 Sqm
147 100 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 91.18 Sqm
148 101 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 93.31 Sqm
149 102 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 30.64 Sqm
150 103 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 121.82 Sqm
151 104 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 93.31 Sqm
152 105 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 501.75 KG
153 106 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 23.96 Sqm
154 107 Sitting Space 1 Cum
155 108 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 69.78 Cum
156 109 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 7.31 Cum
157 110 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 9.32 Cum
158 111 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 14.26 Cum
159 112 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 5.01 Cum
160 113 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
161 113.1 Footing and Column upto Plinth 16.75 Sqm
162 113.2 Column Super Structure 26.56 Sqm
163 113.3 R.C.C. Chajja 6.6 Sqm
164 113.4 R.C.C. Stair Case 1.2 Sqm
165 113.5 R.C.C. Roof Slab 30.27 Sqm
166 114 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
167 114.1 Column upto Plinth, Plinth Bend, Lintel, Column Super Structure etc 8.08 Cum
168 114.2 R.C.C. Chajja 6.6 Sqm
169 115 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 11.76 Qtl
170 116 Supplying, fitting and fixing of Vertified floor tile in floors of size 600mm x 600mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 48.4 Sqm
171 117 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 30.18 Sqm
172 118 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 20.4 Sqm
173 119 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 15 Sqm
174 120 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 45.18 Sqm
175 121 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 20.4 Sqm
176 122 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 90 KG
177 123 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 3.6 Sqm
178 124 Proper Sanitation for Waist Disposal 1 Cum
179 125 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the di 2 Cum
180 126 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1.21 Cum
181 127 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 1.35 Cum
182 128 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the d 3.03 Cum
183 129 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 4.82 Sqm
184 130 Supplying Plastic Dust Pin including cost of materials etc. and as per the direction of the Engineer-in-charge. 3 Nos
185 131 LED Lighting of Entire Area 1 Cum
186 132 Solar powered LED lights IP40 12 Nos
187 133 Solar powered LED lights IP140 2 Nos
188 134 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the di 2.52 Cum
189 135 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 0.5 Cum
190 136 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 2.28 Cum
191 136.1 Add Weiring & Cabling 15% 1 L.S.
192 137 Compound Wall with Earth Filling 1 Cum
193 138 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 39.03 Cum
194 139 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 5.19 Cum
195 140 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 3.15 Cum
196 141 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
197 141.1 Footing and Column upto Plinth 9.95 Sqm
198 141.2 Column Super Structure 5.56 Sqm
199 142 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
200 142.1 Column upto Plinth 2.01 Cum
201 142.2 Column Super Structure 0.51 Cum
202 142.3 Fenching Pole(100 x 75 x 2500) 70 Nos
203 143 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 4.61 Qtl
204 144 Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. 1 Sqm
205 144.1 Main Gate 352.8 KG
206 144.2 MS Wire 2058 Rmt
207 145 Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. 16.17 Sqm
208 146 Pathway, Circumtance and Land Scapping 1 Cum
209 147 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 74.54 Cum
210 148 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 74.54 Cum
211 149 Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 37.27 Cum
212 150 Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 745.35 Sqm
213 151 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the di 24.11 Cum
214 152 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 15.02 Cum
215 153 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 14.88 Cum
216 154 Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 6.97 Cum
217 155 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 7.41 Cum
218 156 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 8.99 Sqm
219 157 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 0.77 Cum
220 158 Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 139.45 Sqm
221 159 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 15.46 Sqm
222 160 Land Scapping 1 Cum
223 161 Natural Lawn Grass 1150 Sqm
224 162 Small plants for pathway 350 Nos
225 162.1 Crematorium 1 Nos
226 163 Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 28.13 Cum
227 164 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 21.94 Cum
228 165 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 2.54 Cum
229 166 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 12.47 Cum
230 167 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
231 167.1 Footing and Column upto Plinth 19.6 Sqm
232 167.2 Column Super Structure 18 Sqm
233 167.3 Roof Beam 6.14 Sqm
234 167.4 Lintel Bend 8.97 Sqm
235 167.5 R.C.C. Roof Slab 13.61 Sqm
236 168 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 13.64 Cum
237 169 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 17.01 Qtl
238 170 2.5cm artificial stone flooring with cement concrete (1:2:4) including punning using 12 mm size hand broken granites chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 12.73 Sqm
239 171 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 11.22 Sqm
240 172 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 58.56 Sqm
241 173 Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 11.22 Sqm
242 174 Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. 58.56 Sqm
243 175 Septic Tank and Sockpit 1 Cum
244 176 Earth work in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n 107.31 Cum
245 177 Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 9.2 Cum
246 178 Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 4.75 Cum
247 179 Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 8.15 Cum
248 180 Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge. 1 Cum
249 180.1 Septic Tank Beam 13.31 Sqm
250 180.2 Septic Tank Slab 40.53 Sqm
251 181 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n 1 Cum
252 181.1 Septic Tank Beam 1.9 Cum
253 181.2 Septic Tank Slab 3.86 Cum
254 182 Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. 5.76 Qtl
255 183 Wall 26.24 Sqm
256 184 Stone or brick aggregate filling in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . 8.55 Cum
257 185 Music System with Speaker 1 L.S.
258 186 Earth Filling 1 Cum
259 187 Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1 1104 Cum
260 188 Construction of filling of Park area with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 3150 Cum
261 189 Add PH and Sanitary Installation 1 L.S.
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