Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Eprocure
Opening Date14 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 3,05,38,391
Technical
Technical
Financial
Bid Capacity
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For works more than 10.00 lacs and up to 100.00 lacs:
- Cumulative financial turnover: 1.5 times the bid value (B.O.Q.)
- Liquid assets: 20% of the work value For works more than 100.00 lacs and up to 500.00 lacs:
- Cumulative financial turnover: 1.5 times the bid value (B.O.Q.)
- Liquid assets: 25% of the work value For works more than 500.00 lacs:
- Cumulative financial turnover: 2.0 times the bid value (B.O.Q.)
- Liquid assets: 25% of the work value Additionally, the bidder should have a minimum tangible net worth of at least 25% of the work value. The Bid capacity required in the given tender to bid is calculated using the formula: Assessed Available Bid capacity = ( AxNxM - B ) Where A = Maximum value of civil engineering works executed in any one year during the last five years, N = Number of years prescribed for completion of the works for which bids are invited, M = 2.5, B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. Bidders who meet the minimum qualification criteria will be qualified only if their available bid capacity for construction work is equal to or more than the total bid value.
Technical Capacity
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The required prior work experience for the bidder varies based on the work value. For works more than 10.00 Lacs and up to 100.00 Lacs, the bidder should have a Diploma Engineer with more than 3 years of experience or a Graduate Engineer, or a Diploma Engineer with 10 years of experience.
For works more than 100.00 lacs and up to 500.00 lacs, the bidder should have 2 Diploma Engineers with more than 5 years of experience or 1 Graduate Engineer with more than 3 years of experience.
For works more than 500.00 lacs, the bidder should have 3 Diploma Engineers with more than 5 years of experience or 2 Graduate Engineers with more than 3 years of experience.
A relaxation of 1 year in experience will be given if the company is owned by a Diploma engineer, and a relaxation of 2 years in experience will be given if the company is owned by a Graduate engineer. The bidder needs to submit a list of similar works along with certificates, including the total number of certificates attached, name of work, amount of work done till date, actual date of completion, or if the work is in progress, the proposed date of completion. However, specific values and percentages of similar works completed are not mentioned, except for the requirement that the bidder should have completed similar works and the 25% threshold for being behind schedule.
Costs
EMD
₹ 6,11,000Document Cost
₹ 13,098Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GDAUP_1006261_1Tender No
635/4/PA-T/2024-25 Dt. 06.02.2025 (S.no-9)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
DEVELOPMENT WORK OF PLOTS OF KHASRA NO-96 and 97 OF VILLAGE NOORNAGAR IN NANDGRAM SCHEME.
DEVELOPMENT WORK OF PLOTS OF KHASRA NO-96 and 97 OF VILLAGE NOORNAGAR IN NANDGRAM SCHEME.
DEVELOPMENT WORK OF PLOTS OF KHASRA NO-96 and 97 OF VILLAGE NOORNAGAR IN NANDGRAM SCHEME.
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. (A.R)
651
3525
2294775
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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)
651
3968
2583168
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Providing and applying Primer 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)
3940
34
136718
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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)
3940
18
74072
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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.)
197
10550
2078350
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Providing and laying 40mm. Thick bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 tonne per hour using crushed aggregates of grading I,(13 mm nominal size) premixed with bituminous binder of 60/70 @ 5% of weight of mix and hydrated lime filler @ 2% of weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.) Specification clause 5096.
157.6
11688
1842028.8
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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 of 150 bricks 7 cm wide&11 cm deep laid in mud mortar etc in proper slope and camber item no- 16.7.1 DSR 2023
835
148
123705.25
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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 strenght, 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 sand bedding layrte 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. item no-16.91.2 DSR 2023
600
832
499350
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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 DSR 2023
745.83
198
148024.88
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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
103.21
5193
536071.71
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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 Raft
177.36
7247
1285354.52
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Wall
203.6
7247
1475519.74
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Slab
19.8
7247
143493.57
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Centering and shuttering including strutting, propping etc. and removal of form for : DSR 2023/5.9 Foundation 5.9.1
467.75
299
139861.93
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Wall 5.9.2
2703
642
1735353.03
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Slab 5.9.3
367.2
707
259614.07
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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
753.56
8166
6153570.96
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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. (SOR/2014/56)
323
102
33075.2
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Sewer 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
547
268
146874.97
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1.50-3.0 m BGL 300 MM to 600 MM dia
480
419
201206.4
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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
51.23
5193
266088.11
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Providing and laying non-pressure NP-2 class (light duty) R.C.C. Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete. 150 mm dia RCC pipe item no- 19.6.2 DSR 2023 150 MM DIA
402
424
170560.56
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250 MM DIA
145
686
99481.6
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Providing and laying non-pressure NP-3 class (medium duty) R.C.C. Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete. 450 mm dia item no- 19.35 DSR 2023 300 mm
330
1878
619740
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450 mm
150
2048
307321.5
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top slab with 1:1:5:3 mix (i cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 mix ( 1 cement :4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cemen: 2 coarse snd : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Item no-19.7.1.1 DSR 2023
77
9737
749768.25
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Extra Depth for manholes: size 90x80 cm with common burnt clay F.P.S. ( non modular) bricks of class designation 7.5 item no-19.8.1.1 DSR 2023
19.25
6729
129536.52
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Constructing brick masonry circular manhole 0.91 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 DSR 2023/ 19.9.1.1
18
9702
174645.36
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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 item no-19.10 DSR 2023
1.8
5788
10419.43
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Constructing brick masonry circular manhole 1.22 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 DSR 2023/ 19.11.1.1
18
18835
339034.86
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 item no-19.12.1 DSR 2023
1.8
7519
13534.43
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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 DSR 2023/ 19.13.1.1
4
40387
161550.84
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 item no-19.14 DSR 2023
0.4
17363
6945.2
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WATER SUPPLY Providing and fixing C.I. Sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separetely) 125 mm diameter. Item no- 18.31.2 DSR 2023
8
3934
31479.92
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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 1:1.5:3 mix ( 1 cement : 1.5 caorse sand :3 graded stone aggregate 20 mm nominal size) including necessary excavation, founndation 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 7.5 Item no- 18.34 DSR 2023
12
14408
172899.6
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P/F 100 mm dia. HDPE double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid seperately. DSR-23/18.59.3
4
6780
27122.84
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Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply. Including all PP-R plain & brass threaded polypropymene random fittings, including trenching refilling & testing of joints complete as per direction of Engineer-in-Charge. PN -10 pipe, 110 mm OD (SDR-11) Item no-18.6.9 DSR 2023
805
992
798761.25
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Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply, including all cPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. with 20 mm nominal dia pipes as per DSR 2023 item No 18.9.2
670
209
140130.5
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P/F brass 20 mm nominal bore ferrule with C.I. mouth cover including boring and trapping the main.DSR-23/18.20.2
77
289
22310.75
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Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municiple laboratory: 125 mm diameter C.I. Pipe Itme no- 18.81.3 DSR 2023
805
765
616219.45
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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, not exceeding 80 mm dia item no-2.10.1.1 DSR 2023
805
164
132325.9
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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 1:2:4 (1 cement: 2 coarse sand (Zone-III) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natural sources) item no-4.1.3 DSR 2023
64.8
6007
389265.26
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PARK 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 DSR 2023
92.34
198
18326.72
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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
20.52
5193
106580.67
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) item no- 6.1.1 DSR 2023
124.28
5619
698447.39
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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 1:2:4 (1 cement: 2 coarse sand (Zone-III) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natural sources) item no-4.1.3 DSR 2023
3.93
6007
23608.22
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CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster : 1:4 (1 cement : 4 coarse sand) NEW ITEM NO-13.4.1 DSR 2023
381.33
272
103904.8
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CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster : 1:4 (1 cement : 4 coarse sand) NEW ITEM NO-13.5.1 DSR 2023
263.34
313
82675.59
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. ITEM NO-13.80 DSR 2023
644.67
118
76709.28
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Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of pproved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. ITEM NO- 13.82.2 Two coats DSR 2023
644.67
104
67567.86
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works ITEM NO- 10.25.2 DSR 2023
38.55
13161
507356.55
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Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture ITEM NO- 13.48.3 DSR 2023
463.01
130
60260.75
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