Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 2,45,81,091
AI Insights
Technical
Technical
Financial
Technical Capacity
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The required prior work experience for the bidder includes at least four consecutive years of work experience in the organized sector. The experience requirements are as follows:
- For works more than Rs. 10.00 lacs, the bidder should have completed at least two jobs equal to the bid value or one job of total 75% of the bid value.
- For works more than Rs. 100.00 lacs and up to Rs. 500.00 lacs, the bidder must have experience of similar works, but specific value and percentage are not mentioned.
- For works more than Rs. 500.00 lacs, the bidder should have experience of similar works, with two times the bid value (B.O.Q.) or 25% of the work value. Additionally, the bidder should have a minimum tangible net worth of at least 25% of the work value, and cumulative turnover will be considered for three consecutive years out of the last four assessment years. The bidder must also have experience in similar works such as development/construction, multistoried building work, road works, drains works, sewer and water supply works, and overhead tank works.
Costs
EMD
₹ 4,91,700Document Cost
₹ 13,098Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GDAUP_1007370_1Tender No
635/4/PA-T/2024-25 Dt. 06.02.2025 (S.no-7)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
Laying of water line in Pocket A and B at Madhuban Bapudham Scheme
BOQ Items
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(iii) 200 mm dia (I.D) HDPE Pipe
1960
1007
1974896
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Supplying, Carting, laying and Jointing of following dia K-7 Pipe all complete of the work (AIR) (i) 250 mm dia K-7 Pipe 18.72.4 DSR 2021
1645
2187
3597795.95
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(ii) 300 mm dia K-7 Pipe 18.72.5 DSR 2021
655
2731
1789335.55
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(iii) 350 mm dia K-7 Pipe 18.72.6 DSR 2021
745
3244
2417465.4
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(iv) 400 mm dia K-7 Pipe 18.72.7 DSR 2021
195
3890
758616.3
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Supplying, laying and Jointing of 20 mm dia CPVC Pipe DSR 2021- 18.9.2 (275.25/1.1632) = 236.63
11165
236
2641973.95
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Making connection from HDPE 100 mm to 200 mm distribution branch with CPVC pipe of 20 mm dia including nipple and bracket all fittings extra DSR 2021- 18.13.1(757.10/1.1632)
1500
650
976305
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Providing 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) :DSR 2021 18.59.2 @ 6255.45/1.1632
20
5377
107555.8
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Providing and fixing C.I. sluice valves of following dia (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :100 mm dia SV DSR 2021 18.31.1.1 (4079.90/1.1632)
5
3507
17537.35
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150 mm dia SV DSR 2021 18.31.3.1 (5980.45/1.1632)
16
5141
82261.92
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200 mm dia SV DSR 2021 18.31.4.1 (11609.50/1.1632)
5
9980
49903.25
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250 mm dia SV DSR 2021 18.31.5.1 (16748.50/1.1632)
5
14398
71993.2
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300 mm dia SV DSR 2021 18.31.6.1 23162.70
4
19912
79651.64
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350 mm dia SV DSR 2021 18.31.6.1 23162.70
2
19912
39825.82
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400 mm dia SV DSR 2021 18.31.6.1 23162.70
2
19912
39825.82
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Constructing masonry Chamber 60x60x1.0 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 180 mm deep ( ide) 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 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 : 18.33.1 With common burnt clay F.P.S.(non DSR 2021 18.33.1 @ 10,102.50/1.1632modular) bricks of class designation 7.5
20
8685
173701.8
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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 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessa ry 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5DSR 2021 18.34.1 @ 17,577.90/1.1632
39
15111
589355.13
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Supply and fixing of 80 mm dia piller type fire hydrent DSR 2021 18.31.1.1 - 4079.90/1.1632
8
3507
28059.76
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Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): DSR 2021 1466
25
3800
95000
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Cement Concrete with 1 : 2 : 4 cement, C-sand and 20 mm nominal size stone grit including supply of all material, labour, T&P etc as required for proper complition of the work SI No. 279 a SOR 2022
10
7050
70500
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :(300 mm to 400 mm dia) DSR 202118.13.2 - 1513.70/1.1632
4
1301
5205.28
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Supply and fixing of following dia C.I.D All complete the work (DSR)100 mm dia C.I.D Joint18.30.2 - 284.75/1.1632
10
244
2448
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150 mm dia C.I.D Joint18.30.4 - 343.55/1.1632
32
295
9450.88
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200 mm dia C.I.D Joint 18.30.5 - 377.00/1.1632
10
324
3241
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250 mm dia C.I.D Joint 18.30.6 - 520.30/1.1632
10
447
4473
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300 mm dia C.I.D joint 18.30.7 - 527.00/1.1632
8
453
3624.48
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350 mm dia C.I.D Joint 18.30.8 - 662.00/1.1632
4
569
2276.48
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350 mm dia C.I.D Joint 18.30.9 - 907.60/1.1632
4
780
3121.04
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Providing and fixing C.I. scoure valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :DSR 2021 - 18.31.1.1 - 4079.90/1.1632
2
3507
7014.94
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