Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date9 Feb 2021
Closing Date4 Mar 2021
Tender Amount₹ 2,38,24,000
Costs
EMD
₹ 4,77,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_ADAUP_553231_1Bid Award Id
ViewTender No
PDA/CivilWorks-03/18221Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter
1620
-
58.16
... More
Depth 1.5 to 3.00 meter
4410
-
64.28
... More
Depth 3.00 to 4.50 meter
5670
-
74.4
... More
Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 250 mm. dia. RCC Pipes
540
-
654.96
... More
300 mm. dia. RCC Pipes
735
-
749.76
... More
450 mm. dia. RCC Pipes
140
-
1209.04
... More
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 250 mm. dia.Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as perstandard design.
540
-
747.59
... More
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line
2
-
9466.97
... More
Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS
(non modular) bricks of class designation 7.5
1
-
6513.56
... More
Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). With common burnt clay FPS (non modular)bricks of class designation 75(i) For Sewer Line
12
-
19914.53
... More
Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5
2
-
7808.46
... More
Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design:1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
14
-
18435.24
... More
Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
-
7264.84
... More
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
34
-
39464.32
... More
Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
-
16940.89
... More
Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
160
-
401.99
... More
Providing and laying double flanged
(Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329 200mm dia Ductile iron double flanged
890
-
2518.65
... More
150mm dia Ductile iron double flanged
901
-
1995.65
... More
100mm dia Ductile iron double flanged
0.1
-
1330.27
... More
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,
in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
a) Pipes 80mm to 300mm diameter.
1791
-
316.17
... More
Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :
200mm dia pipes
296
-
190.86
... More
150mm dia pipes
300
-
130.09
... More
100mm dia pipes
0.1
-
79.56
... More
Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):
200mm diameter
8
-
11612.81
... More
150mm diameter
6
-
5592.78
... More
100mm diameter
0.1
-
5066.91
... More
Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.
a) 50mm dia
18
-
4476.93
... More
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)
25mm nominal bore.
20
-
316.48
... More
32mm nominal bore.
20
-
368.69
... More
40mm nominal bore.
20
-
419.44
... More
50mm nominal bore.
20
-
490.71
... More
65mm nominal bore.
20
-
621.58
... More
80mm nominal bore.
0.1
-
752.15
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
25mm nominal bore.
4
-
431.59
... More
32mm nominal bore.
4
-
504.6
... More
40mm nominal bore.
4
-
588.94
... More
50mm nominal bore.
4
-
754.58
... More
65mm nominal bore.
4
-
1291.86
... More
80mm nominal bore.
0.1
-
1925.42
... More
Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
14
-
14006.49
... More
Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design
38
-
8063.51
... More
STROM WATER DRAINAGE SYSTEM
Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.
1.50 m depth
Pipes 80 mm to 300 mm diameter
800
-
316.17
... More
Pipes 300 mm to 600 mm diameter
0.1
-
493.62
... More
Pipes 80 mm to 300 mm diameter
160
-
426.42
... More
Pipes 300 mm to 600 mm diameter
862
-
603.87
... More
Pipes 600 mm to 900 mm diameter
655
-
1030.29
... More
Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of
the face area timbered)
Depth not exceeding 1.5 meter
2400
-
58.16
... More
Depth 1.5 to 3.00 meter
12462
-
64.28
... More
Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.
250 mm. dia. RCC Pipes
1160
-
654.96
... More
300 mm. dia. RCC Pipes
760
-
749.76
... More
450 mm. dia. RCC Pipes
130
-
1209.04
... More
600 mm. dia. RCC Pipes
732
-
1691.42
... More
900 mm. dia. RCC Pipes
655
-
3551.12
... More
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design
250 mm. dia.Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.
1160
-
747.59
... More
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and
weight of frame 15kg).
With common burnt clay FPS (non modular) bricks
of class designation 75
(i) For Sewer Line
18
-
9466.97
... More
Extra for depth for manholes:
Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5
4
-
6513.56
... More
Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg).
With common burnt clay FPS (non modular) bricks of class designation 75
(i) For Sewer Line
12
-
19914.53
... More
Extra for depth for manholes:
Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5
2.5
-
7808.46
... More
Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design:
1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
24
-
18435.24
... More
Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2.5
-
7264.84
... More
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
78
-
39464.32
... More
Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
25
-
16940.89
... More
Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
600
-
401.99
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