Bulandshahr Development Authority Tender
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Bulandshahr Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Nov 2019
Closing Date22 Nov 2019
Tender Amount₹ 92,07,000
Costs
EMD
₹ 1,84,500Document Cost
₹ 2,660Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_BDAB_400587_5Bid Award Id
ViewTender No
3423/BDA/19-20/ Dt 01-11-2019 TBTender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
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Documents
BOQ Items
Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing with mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve desired density complete as per technical specification clause 401.
609
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3480.1
Supply and fixing of 80 mm thick gray colour precast cement concrete I shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200 x (160+120mm) of O.P. cement, smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa (M-40) and weight 5 Kg. per No. confirming to IS : 15658-2006 and also including levelling and dressing of surface upto required levels and slopes, filling joints with local sand, including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. [A.R.]
2433
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827
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. (S.I. No. 279(a))
1
-
6250
M-150 class brickwork in 1: 4 one cement and four coarse sandof 2.20 F.M. mortar inFoundation & plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. [S.I. No. - 305(a)]
3
-
4430
PART- (B) DRAIN WORK
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-
-
Excavation in foundation in ordinary Soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 m from the foundation trenches. [S.I. No. - 251 (a)]
182
-
95
Cement concrete with 4 cm gauge brick ballast, fine sand and cement in the proportion 8: 4: 1 in foundation and under floors including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No - 275]
27
-
3200
M-150 class brickwork in 1: 4 one cement and four coarse sandof 2.20 F.M. mortar inFoundation & plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. [S.I. No. - 305(a)]
109
-
4430
R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :1.5 :3 (one cement : 1.5 c.sand : 3stone grit of 20 mm nominal size ) in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. [S.I. No. 284] New Item
12
-
7700
M.S. (tor Steel or Plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of the reinforcement and its wastage bend, hooks and authorized overlapping shall be measured. [S.I. No. - 504]
14
-
5600
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.[S.I. No. 279(a))
14
-
6250
12 mm thick plaster with cement and coarse sand mortar in 1: 4 over brick work minimum thickness not to be less than 1 cm including supply of all material, labour and T & P etc. required for proper completion of the work.[S.I. No. - 584] New Item
295
-
165
PART- (C) PARK WORK
-
-
-
Excavation in foundation in ordinary Soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 m from the foundation trenches. [S.I. No. - 251 (a)]
22
-
95
Cement concrete with 4 cm gauge brick ballast, fine sand and cement in the proportion 8: 4: 1 in foundation and under floors including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No - 275]
5
-
3200
M-150 class brickwork in 1: 6 one cement and six coarse sand mortar in foundation and plinths including supply of all materials, labour and T & P etc. required for proper completion of the work.[S.I. No. - 303+ Diff. in cost of sand]
18
-
4230
2.5 cm. thick Damp Proof Course (DPC) with cement concrete consisting of 1 part cement, 1.5 part approved coarse sand and 3 parts approved 10 mm. graded stone grit and including water proofing as ordered by the E/I in the proporation as specified by the manufacture including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work and including proper curring & shutterings as necessary.[S.I. No. 361]
21
-
300
M-150 class brickwork in 1: 4 one cement and four coarse sand mortar in super structure including necessary cutting and moulding of bricks as required thickness bur for walls of half brick thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
[S.I. No. - 305 (a)+ 309+310(a)]
10
-
5010
12 mm thick plaster with cement and approved coarse sand mortar in 1: 4 over brick work minimum thickness not to be less than 1 cm including supply of all material, labour and T & P etc. required for proper completion of the work.
[S.I. No. – 584 New items]
235
-
165
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(S.I. No. 279(a))
1.5
-
6250
Finishing wall with water proof cement paint of approved make and quality of new work with three coat to give an even shade including supply of all materials, labour. Tools & plants etc. required for proper completion of the work. (S.I. No. 662) New Item
235
-
57
M.S. or iron work in heavy sizes such as built up gates, door/windows frames etc. including cutting welding and wastage including supply of material, Labour T&P etc. required for proper completion of work.[S.I. No. 503]
2
-
6450
Painting or varnishing work in small areas or new work with One coat (upto one sqm) of ready mixed paint and two coat of approved superiour quality ready mixed paint including supply of all Materials,labour,tools & plants etc. required for proper completion of the work. [SI.No.641+642]
4
-
80
Earthfilling in plinth in ordinary soil excavation to be done in the form of regular pits not exceeding 0.50 m in depth and work embankment to be done in 20 cm layers including ramming & dressing the surface to required levels and also including 1.5 m lift and 30 mt lead and also including cartage of earth to the lead of 8 km. including royalty and all taxes as directed by the E/I [ SI. No.253 + 261(b)+231(a)]
412
-
262.9
PART- (D) SEWER LINE WORK
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-
-
Excavation for sewer line in ordinary soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including filling, watering and ramming of excavated earth into the trenches after laying sewer line to proper slop & removal & disposal of surplus excavated earth upto a distance of 50 m from the trenches etc. required for proper completion of the work.
-
-
-
0 - 1.50 m below Ground Level
315
-
107.5
Cement concrete with 4 cm gauge approved Brick ballast, fine sand and cement in the proportion 12: 6: 1 in foundation and under floors, including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 273]
20
-
2900
Providing, Carting and laying of following dia R.C.C. Hume pipes (NP-3 Class) & Specials carting from store to site of work, lowering the same into trenches below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen & jointing with 1 : 2 cement mortar coarse sand & mortal including excavation of earth below invert level of pipe, cost of all jointing, materials, testing etc. all complete but excluding excavation & refilling of trenches from ground level to invert level of pipe as directed by E/I
-
-
-
250 mm dia
350
-
442
Construction of man hole of internal size 1.20 x 1.00 x 1.2 m with 30 cm foundation concrete in 1 : 6 : 12 & 150 class B/w in 1 : 4 cement & coarse sand mortor with wall thickness 35 cm allround & plaster the internal area with 1 : 3 cement & c.sand mortor with 3 mm thick neat cement finishing & fixing of footrest @ 30 cm C/c & bottam floor with cement concrete in 1 : 2 : 4 with side slops & at top 20 cm thick R.C.C. slab with 1: 1.5: 3 cement : c. sand & stone grit including reinforcement & polycrate c.c. cover complete in all respect as per direction of E/I. design & drawing and details of specification are attached. ( Rate Analysis)
28
-
37997
Add or deduct shaft in mainhole of size 1.20 x 1.00 x 1.2 m ( Rate Analysis)
14
-
19263
Providing all material labour & T&P etc. for making plug into the end of sewer pipe during laying the sewer line and construction of manhole & chamber and also dismantling the plug after completion & during the testing the line job work. ( Rate Analysis)
56
-
204
SEPTIC TANK WORK
-
-
-
Excavation in foundation in ordinary Soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 m from the foundation trenches. [S.I. No. - 251 (a)]
216
-
95
Cement concrete with 4 cm gauge approved stone ballast, coarse sand and cement in the proportion 8: 4: 1 in foundation and under floors, including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 281]
12
-
5200
M-150 class brickwork in 1: 4 one cement and four coarse sandof 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. [S.I. No. - 305(a)]
78
-
4430
12 mm thick plaster in dado or skirting with cement and approved coarse sand mortar in 1: 2 over brick work..................[S.I. No. – 597]
150
-
220
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. (S.I. No. 279(a))
6
-
6250
R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :1.5 :3 (one cement : 1.5 c.sand : 3stone grit of 20 mm nominal size ) in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. [S.I. No. 284 New Item]
12
-
7700
M.S. (tor Steel or Plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of the reinforcement and its wastage bend, hooks and authorized overlapping shall be measured.[S.I. No. - 504]
15
-
5600
PART- (E) BOUNDARY WALL WORK
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-
-
Excavation in foundation in ordinary Soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 m from the foundation trenches. [S.I. No. - 251 (a)]
174
-
95
Cement concrete with 4 cm gauge brick ballast, fine sand and cement in the proportion 8: 4: 1 in foundation and under floors, including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 273]
15
-
3200
R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :1.5 :3 (one cement : 1.5 c.sand : 3stone grit of 20 mm nominal size ) in footings and column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. [S.I. No. 289]
40
-
8000
R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :1.5 :3 (one cement : 1.5 c.sand : 3 stone grit of 20 mm nominal size) in lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. [S.I. No. 285+diff. of cement]
15
-
7900
M.S. (tor Steel or Plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of the reinforcement and its wastage bend, hooks and authorized overlapping shall be measured.[S.I. No. - 504]
65
-
5600
M-150 class brickwork in 1: 4 one cement and four coarse sand mortar in supperstructure in half brick thick wall including supply of all materials, labour and T & P etc. required for proper completion of the work. [S.I. No. - 305(a) 309+310(a)]
110
-
5010
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. (S.I. No. 279(a))
4
-
6250
12 mm thick plaster with cement and coarse sand mortar in 1: 4 over brick work minimum thickness not to be less than 1 cm including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 584] New Item
1100
-
165
Add for extra labour and materials for plaster over rough face of one brick wall.[SI.No.596]
513
-
15
Finishing wall with water proof cement paint of approved make and quality of new work with three coat for weather coat to give an even shade including supply of all materials, labour. Tools & plants etc. required for proper completion of the work. [S.I. No. 660+661)
1100
-
57
M.S. or iron work in heavy sizes such as built up gates, door/windows frames etc. including cutting welding and wastage including supply of material, Labour T&P etc. required for proper completion of work.[S.I. No. 503]
6
-
6450
Painting or varnishing work in small areas or new work with One coat (upto one sqm) of ready mixed paint and two coat of approved superiour quality ready mixed paint including supply of all Materials,labour,tools & plants etc. required for proper completion of the work. [SI.No.641+642]
8
-
80
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