Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Mar 2025
Closing Date23 Apr 2025
Tender Amount₹ 6,53,87,487
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for Assessed Available Bid capacity is AxNxM - B.
Technical Capacity
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The bidder must have at least four years of experience in the organized sector, specifically in government departments. Additionally, the bidder must have experience of successfully executed works, with two jobs equal to the bid value or one job of total 75% of the bid value. The bidder must also furnish proof of at least four continuous years of work experience.
Costs
EMD
₹ 13,08,000Document Cost
₹ 18,054Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GDAUP_1022955_1Bid Award Id
ViewTender No
636/4/PA-T/2024-25 Dt. 25.03.2025 (S.no-8)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
CONSTRUCTION WORK OF SEWER, DRAINAGE AND ROAD, 18.00 MT WIDE ZONAL ROAD NO. (D-2) FROM MAIN BANDHA ROAD TO NOORNAGAR, RAJNAGAR EXTENSION.
CONSTRUCTION WORK OF SEWER, DRAINAGE AND ROAD, 18.00 MT WIDE ZONAL ROAD NO. (D-2) FROM MAIN BANDHA ROAD TO NOORNAGAR, RAJNAGAR EXTENSION.
CONSTRUCTION WORK OF SEWER, DRAINAGE AND ROAD, 18.00 MT WIDE ZONAL ROAD NO. (D-2) FROM MAIN BANDHA ROAD TO NOORNAGAR, RAJNAGAR EXTENSION.
BOQ Items
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Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixsing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, as per MORTH specification clause No. 401 complete in all respects.
1165
3525
4106625
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Providing, laying spreading and compaction wet mix macadam (W.M.M) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site laying in uniform layers with paver in sub-base /base cours on well preparsd surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406 Complete in all respects.
1315
3968
5217920
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Providing and applying Premer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoRTH specification clause No. 502 complete in all respects.
5300
34
183910
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Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/ granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R)
5300
18
99640
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Providing, laying and rolling of oper - graded premix surfacing of 20 mm thickness compressed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared bade, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
5300
173
916900
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Providing and laying seal coat sealing the voids in a bitumeneous surfas laid to the specified level grade and cross fall using type B seal coats as per clause 513 of MoRTH sepcifications and as per direction of the Engineer-in-charge (A.R.)
5300
59
315880
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S (non modular) bricks of class designation 7.5 on both side of the road. item no- 16.7.1 DSR 2023
955
148
141483.25
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Brick with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in. 1:4 cement and coarse sand mortar. DSR-2023 6.1.1
125
5619
702493.75
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12mm thick cement plaster of mixed with 1:4 cement and approved Coarse sand. DSR-2023 13.4.1
303
272
82558.41
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DRAIN-
Earth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Item no-2.8.1 DSR 2023.
0-1.5M BGL
6200
198
1230514
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1.50-3.0 m BGL
450
140
63000
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement: 4 coarse sand (Zone-III) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) item no-4.1.8 DSR 2023
365
5193
1895806.35
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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 but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2023/5.33.1.1 UP TO PLINTH LEVEL All works upto plinth level DSR 5.33.1/2023
IN RCC RAFT
855
7247
6196313.25
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WALL
1220
7247
8841523
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SLAB
23
7247
166684.45
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Centering and shuttering including strutting, propping etc. and removal of form for : DSR 2023/5.9
Raft 5.9.1
815
299
243685
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Wall 5.9.2
11966
642
7686719.08
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Slab 5.9.3
240
707
169682.4
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M.S. steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. mild steel and medium tensile steel bars. Item no-5.22.1 DSR 2023
1955
8166
15964530
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1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) (DSR-4.1.3/2023)
51
6007
306365.67
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SEWERAGE E/W Excavation trenches by mechenical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, layers not exceeding 20 cm in depth, inluding consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil pipes, cable etc, pipe cables etc exceeding 80 mm dia but not exceeding 300 mm dia item no-2.10.1.3 DSR-2023
0.0-1.5 M BGL 250 MM and 150 MM dia
2975
246
731850
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1.50-3.0 m BGL 300 MM to 600 MM dia
550
310
170500
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement: 4 coarse sand (Zone-III) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) item no-4.1.8 DSR 2023
105
5193
545368.95
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S/C/L/jointing RCC hume pipe of following depth and dia 0.00 to 1.50 350 MM Dia NP-3
938
2242
2102996
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3.00 - 4.50 M BGL
230
2322
534060
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Constucting 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 completed as per standard design:
With common burnt clay F.P.s (non modular) bricks of class designation 7.5) DSR/2023 19.13.1.1
53
40387
2140548.1
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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 19.14.1
10
17363
173630.8
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