Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Feb 2024
Closing Date16 Feb 2024
Tender Amount₹ 3,81,22,000
Costs
EMD
₹ 7,62,500Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ADAA_892207_1Bid Award Id
ViewTender No
36/2023-24Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Digging of slush including lift upto 1.50 mtrs. and load upto 30 mtrs. and also including transportation of excavated slush within the campus by tractor trolly or dumper etc. as per direction of Engineer-in- Charge.
52.5
10815
206
Excavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 3Om and including filling watering and ramming of excavated eafth 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 the Engineer lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work) (SOR 2023-24 Chater-4 SI No-1)
37.91
5686
150
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (pre sanctioned)
28.43
7789
274
Providing and laying cement concrete in 1:4:8 (1 Cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundation and floors. (SOR 2023-24 Chater-5 SI No-2)
180
1012500
5625
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately). All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum (SOR 2023-24 Chater-5 SI No-16)
41.9
351960
8400
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately). All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (SOR 2023-24 Chater-5 SI No-16)
400
3640000
9100
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete
279.36
83531
299.01
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
50
35350
707.01
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
140
89934
642.39
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers
1241.2
696921
561.49
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
270
197901
732.97
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 400 mm dia piles
1400
4053490
2895.35
Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles
194
432585
2229.82
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more (SOR 2023-24 Chater-10 SI No-1)+ analysis
952.93
8028435
8425
Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR 2023-24 Chater-6 SI No21)
21.47
121305
5650
Add extra to ltem No. 1 to 4 above for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. (SOR 2023-24 Chater-6 SI No. 2+5)
24.15
147556
6110
12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor lwo level including internal rounded angles chamfers, and rounded angles not exceeding Bomm. ln girth and finished even and smooth. (SOR 2023-24 Chater-13 SI No. 2)
221.08
39794
180
Finishing walls withAcrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (SOR 2023-24 Chater-15 SI No. 5)
221.08
30951
140
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled wilh a grout of average 12 mm thick cement mortar 1r3 (1 cement: 3 coarse sand) including pointing in whiie cement mortar 1:2 (1 white cemenl :2 stone dust) with an admixture of pigment malching the slone shade : lfq !q secured to the backinq and the sides !y means of cramps and oins which shall be oaid for 99!!I4!9UI Red sand stone - exposed face fine dressed with rough backing. 30 mm thick (SOR 2023-24 Chater-18 SI No. 7)
1750
3325000
1900
Supplying & filling of boulder pitching (40-60 Kg) including wire and necessary lead & lift including transportation etc all complete in direction of engineer in charge.
73.5
120723
1642.5
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
41.57
22202
534.11
Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone
2.14
171604
80188.91
Providing and fixing Red Sand stone jali 40 mm thick throughout in cement mortar 1r3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc (SOR 2023-24 Chater-18 SI No. 4)
48.6
311040
6400
Excavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 3Om and including filling watering and ramming of excavated eafth 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 the Engineer lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work) (SOR 2023-24 Chater-4 SI No-1)
45.8
6870
150
Providing and laying cement concrete in 1:4:8 (1 Cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundation and floors. (SOR 2023-24 Chater-5 SI No-2)
11.14
62662
5625
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately). (SOR 2023-24 Chater-5 SI No-16) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
96.56
811104
8400
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately). (SOR 2023-24 Chater-5 SI No-16) All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
60.96
554736
9100
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete
103.68
31001
299.01
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
206.9
146280
707.01
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
217.2
159201
732.97
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers
202.16
113510
561.49
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 400 mm dia piles
560
1181471
2109.77
Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles
56
124869
2229.82
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more (SOR 2023-24 Chater-10 SI No-1)+ analysis
208.32
1755096
8425
Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR 2023-24 Chater-6 SI No21)
3.44
19436
5650
Add extra to ltem No. 1 to 4 above for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. (SOR 2023-24 Chater-6 SI No. 2+5)
44.6
272506
6110
12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor lwo level including internal rounded angles chamfers, and rounded angles not exceeding Bomm. ln girth and finished even and smooth. (SOR 2023-24 Chater-13 SI No. 2)
526.94
94849
180
Finishing walls withAcrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (SOR 2023-24 Chater-15 SI No. 5)
100
14000
140
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled wilh a grout of average 12 mm thick cement mortar 1r3 (1 cement: 3 coarse sand) including pointing in whiie cement mortar 1:2 (1 white cemenl :2 stone dust) with an admixture of pigment malching the slone shade : lfq !q secured to the backinq and the sides !y means of cramps and oins which shall be oaid for 99!!I4!9UI Red sand stone - exposed face fine dressed with rough backing. 30 mm thick (SOR 2023-24 Chater-18 SI No. 7)
252.36
479484
1900
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30mm thick gang saw cut stone
526.94
1166223
2213.2
Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per
direction of the Engineer-in-charge.
3162
1053578
333.2
Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone
31.14
2497082
80188.91
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long
128
662571
5176.34
Providing and fixing Red Sand stone jali 40 mm thick throughout in cement mortar 1r3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc (SOR 2023-24 Chater-18 SI No. 4)
46.78
299392
6400
30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete (SOR 2023-24 Chater-18 SI No. 3)
17.28
15552
900
Excavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 3Om and including filling watering and ramming of excavated eafth 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 the Engineer lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work) (SOR 2023-24 Chater-4 SI No-1)
11.86
1779
150
Providing and laying cement concrete in 1:4:8 (1 Cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundation and floors. (SOR 2023-24 Chater-5 SI No-2)
2.97
16706
5625
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately). (SOR 2023-24 Chater-5 SI No-16) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
25.71
215964
8400
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately). (SOR 2023-24 Chater-5 SI No-16) All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
9.14
83174
9100
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete
27.17
8124
299.01
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
28.53
20171
707.01
Columns, Pillars, Piers, Abutments, Posts and Struts
43.2
31664
732.97
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
41.05
23049
561.49
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 400 mm dia piles
150
316465
2109.77
Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles
20
44596
2229.82
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more (SOR 2023-24 Chater-10 SI No-1)+ analysis
47.2
397660
8425
Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR 2023-24 Chater-6 SI No21)
0.7
3955
5650
Add extra to ltem No. 1 to 4 above for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. (SOR 2023-24 Chater-6 SI No. 2+5)
5.38
32871
6110
12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor lwo level including internal rounded angles chamfers, and rounded angles not exceeding Bomm. ln girth and finished even and smooth. (SOR 2023-24 Chater-13 SI No. 2)
94.32
16977
180
Finishing walls withAcrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (SOR 2023-24 Chater-15 SI No. 5)
50
7000
140
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled wilh a grout of average 12 mm thick cement mortar 1r3 (1 cement: 3 coarse sand) including pointing in whiie cement mortar 1:2 (1 white cemenl :2 stone dust) with an admixture of pigment malching the slone shade : lfq !q secured to the backinq and the sides !y means of cramps and oins which shall be oaid for 99!!I4!9UI Red sand stone - exposed face fine dressed with rough backing. 30 mm thick (SOR 2023-24 Chater-18 SI No. 7)
126.18
239742
1900
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30mm thick gang saw cut stone
94.32
208749
2213.2
Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per
direction of the Engineer-in-charge.
566
188591
333.2
Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone
0.65
52122
80188.91
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long
15
77645
5176.34
Providing and fixing Red Sand stone jali 40 mm thick throughout in cement mortar 1r3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc (SOR 2023-24 Chater-18 SI No. 4)
13.14
84096
6400
Supply and fixing of Bench as per detail drwaing & desgin all complete as per directed by Engineer in charge.
18
450000
25000
Supply of Dustbin at site as per Specify design all complete.
9
94500
10500
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