Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Eprocure
Opening Date27 Mar 2025
Closing Date23 Apr 2025
Tender Amount₹ 22,38,42,079
Costs
EMD
₹ 44,77,000Document Cost
₹ 18,054Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GDAUP_1023037_1Bid Award Id
ViewTender No
636/4/PA-T/2024-25 Dt. 25.03.2025 (S.No.-10)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
CONSTRUCTION WORK OF 24.00 MT ROAD WIDENING, SEWER AND DRANAGE SYSTEM OF ZONAL ROAD (C-24) FROM MEERUT ROAD TO OUTER RING ROAD, (HUM TUM ROAD), RAJNAGAR EXTENSION
CONSTRUCTION WORK OF 24.00 MT ROAD WIDENING, SEWER AND DRANAGE SYSTEM OF ZONAL ROAD (C-24) FROM MEERUT ROAD TO OUTER RING ROAD, (HUM TUM ROAD), RAJNAGAR EXTENSION
CONSTRUCTION WORK OF 24.00 MT ROAD WIDENING, SEWER AND DRANAGE SYSTEM OF ZONAL ROAD (C-24) FROM MEERUT ROAD TO OUTER RING ROAD, (HUM TUM ROAD), RAJNAGAR EXTENSION
BOQ Items
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Item no-16.2 DSR 2023
29021
18
549947.95
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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. SOR-16.80
8366
3525
29490150
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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. (A.R)
7265
3968
28827520
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Providing and applying Premer Coat with bitumen 80/100 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. (A.R)
29059
34
1008347.3
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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)
29059
18
546309.2
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Providing & laying dence graded bituminous macadam (D.G.B.M.) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading 1premixed with 60/70 bituminous binder @ 4.25% by weight of tatal mix and hydrated time filter @ 2% of total weight of aggragates, transperting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, label and alignment rolling with smoth wheeled (8-10T) roller vibrating roller (8T) for inter mediater rolling and finish with tender roller )6-8T) to achieve the desired compaction including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H specification clause 507. (A.R.)
1889
10550
19928950
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Providing and laying 40mm bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II premixed with 60/70 (VG30) bitumenous binder @ 5.00% by weight of total mix and filler @ 2% by weight of total mix, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tandom roller (8-10 tonnes) to achieve the desired compaction, including supply of all material, labour T&P etc. requird for proper completion of the work as per clause 509 Grade-II (13 mm nominal size) of MORT & H specifications and as per direction of the Engineer in charge.
1163
11688
13593144
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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
2835
148
420005.25
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-charge
80 mm thick CC paver block of M-35 grade with approved colour design and pattern. DSR-2023/6.91.2
5670
832
4718800.8
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1:2:4 (1 cement : 2 coarse sand derived from
natural sources : 4 graded stone aggregate 20
mm nominal size derived from natural sources) (DSR-4.1.3/2023)
84
6007
504602.28
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Providing and applying 2.5 mm thick road arking strips (retro- reflective)of specified shade/ colour using hot thermoplastic material by fully/ semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour, T&P, cleaning the road surface of all dirt, seals, oil, grease andforeign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(DSR- 16.62/2023)
1215
570
692768.7
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P/F of prismatic cat eyes as per norms including supply of all material lab. T&p etc AS PER SOR CH22/6/2022
3600
324
1166400
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DRAIN
Earth work excavation in foundation in ordinary soil excavation to be in the form of regular pits not exceeding 1/2" meter (20") in depth and earth work in embankment to be in 20cm. (8") Layers including ramming and dressing the surface to required levels and slopes and also including 1.5m metre (5 ft) lifts and 30 m (100 ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m (100 ft) distance as directed by the Engineer- in-charge. DSR/2023- 2.8.1
0.00 to 1.50 mm
12540
198
2488813.8
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1.50 to 3.00 mm
1075
140
150500
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Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work DSR/2023-4.1.8
843
5194
4378542
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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer - in - charge.) DSR 5.33.1.1/2023
Raft (DSR/2023-5.33.1.1)
1610
7247
11667911.5
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Wall (DSR/2023-5.33.1.1)
2375
7247
17211981.25
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Slab (DSR/2023-5.33.1.1)
70.08
7247
507880.27
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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 steel & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (DSR/2023- 5.22.1)
4000
8166
32664000
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Centering and shuttering including strutting, propping etc. and removal of form for :
Foundation (DSR/2023-5.9.1)
1890
299
565110
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Wall (DSR/2023-5.9.2)
26310
642
16901017.8
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Slab (DSR/2023-5.9.3)
235
707
166147.35
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Construction of weep holes with 110 mm dia (OD) RPVC pipe (IS : 4985) (6 kg/sqcm) in the RCC wall at an interval of 1.50 m horizontally & vrtically at the time of casting of wall with all materials labours etc required ofr proper completion of the work. sanction rate
2915
102
297330
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SEWERAGE
E/W Excavation in Sewer trenches and refill in the same foundation in ordinary soil (loam clay or sand) including Lift up to 1.5 meter (5ft.) and lead up to 30m (100 ft.) and including filling, watering and raming of excavated earth into the trenches or into the space between the bulding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m (100 ft) from the foundation trenches.Sanction Rate
0.00 to 1.50
6210
246
1527660
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1.50-3.0 m BGL
4110
310
1274100
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3.00 to 4.50
1665
389
647685
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Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work DSR/2023-4.1.8
460
5193
2389235.4
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S/C/L/jointing RCC hume pipe of following depth and dia NP-3 (sanction rate)
350 mm dia 1.50-3.0m
900
2242
2017800
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450 mm dia 3.00 to 4.50
1720
3180
5469600
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Construction of RCC Circular M H 1.50 M DIA AS PER DESIGNE & drawing and specification 4.70 m depth (sanction rate)
72
115281
8300232
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Addition/Deduction of circular M H 1.52 M dia Shaft (sanction rate)
9
19402
174618
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Open timbering in trenches including strutting and shorting complete (measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m. (AR)
750
104
78000
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 6 m. (AR)
1500
217
325500
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