Ghaziabad Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Ghaziabad Development Authority - GDA Tender
Building Construction
Eprocure
Opening Date7 Oct 2020
Closing Date26 Oct 2020
Tender Amount₹ 45,11,17,825
Costs
EMD
₹ 9,03,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_GDAUP_518630_1Bid Award Id
ViewTender No
520/4/PA-T/2020-21 Dt. 28.09.2020 (S.no-1)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Development and Construction work of Shops plot , Commercial Plots) in pocket C at Madhuban Bapudham
Development and Construction work of Shops plot , Commercial Plots) in pocket C at Madhuban Bapudham
Development and Construction work of Shops plot , Commercial Plots) in pocket C at Madhuban Bapudham
BOQ Items
... More
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 5.37/2017
Raft
1590
-
6198.5
... More
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. (S.I. No. 504/SOR/17)
625
-
5600
... More
Making Expansion/contraction joints in C.C. roads including approved filler Materials in joints. Depth of joints 10 cm / require depth at the joints of panels and giving them a uniform finish including supply of all material, labour, tools & plants etc. required for proper completion of work as per direction of Engineer in Charge (SOR-Sl No. 20.20/2017 New Item)
416
-
40
... More
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
984
-
3477
... More
Providing dewatering of C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (DSR-16.44/2017) Analysis attached
1589
-
189
... More
Drain
Excavation in 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 UPPWD SOR 2020/251(a)
2223
-
95
... More
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 (SI. No. 281/2020).
167
-
5820
... More
RCC Work with cement, approved coarse sand & 2cm guage approved stone grit in oportions of 1:1.5:3 in raft excluding supply of reinforcement and its bending , but including its fixing and binding the samo with 24 BWGGI binding and including neccary centering and shuttering etc and supply of all materials, labouir, Tools & plants etc required for proper completion of the work including cost of binding wire. The rate excluding malding of dup coaurse which shall be paid extra. RAFT
293
-
7381
... More
RCC Work with cement, approved coarse sand & 2cm guage approved stone grit in oportions of 1:1.5:3 in raft excluding supply of reinforcement and its bending , but including its fixing and binding the samo with 24 BWGGI binding and including neccary centering and shuttering etc and supply of all materials, labouir, Tools & plants etc required for proper completion of the work including cost of binding wire. The rate excluding malding of dup coaurse which shall be paid extra. WALL
283
-
8000
... More
RCC Work with cement, approved coarse sand & 2cm guage approved stone grit in oportions of 1:1.5:3 in raft excluding supply of reinforcement and its bending , but including its fixing and binding the samo with 24 BWGGI binding and including neccary centering and shuttering etc and supply of all materials, labouir, Tools & plants etc required for proper completion of the work including cost of binding wire. The rate excluding malding of dup coaurse which shall be paid extra. SLAB
52
-
7700
... More
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. (S.I. No. 504/17)
493
-
5600
... More
Cement Concrete 2cm. gauge approved stone ballast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 279A/2020).
30
-
7000
... More
Water Line
Excavation in 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 UPPWD SOR 2020/251(a) PVC pipe with jointting
1950
-
95
... More
Providing and fixing Chlorinated Polyvinyl Chloride (PVC) pipes, having thermal stability for hot & cold water supply including all PVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.1 15 mm nominal outer DSR 2016 item no. 18.9.9 pressure 6 Kg 110 mm dia outer Line +190+5%CP+5% fitting +5%
2240
-
218.5
... More
Providing and fixing Chlorinated Polyvinyl Chloride (PVC) pipes, having thermal stability for hot & cold water supply including all PVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.1 15 mm nominal outer DSR 2016 item no. 18.9.9 pressure 6 Kg 160 mm dia 400+5%+5%+5%
360
-
460
... 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)
100 mm dia
12
-
3275
... 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)
150 mm dia
4
-
3689.1
... More
Providing & laying C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (the tail pieces if required will be paid seperately)100 mm dia
5
-
6858.75
... More
Providing & laying C.I. Fire Hydrant (with cap) complete with bolts, nuts, rubber insertions etc. complete (the tail pieces if required will be paid seperately) Class-I 150 mm dia
3
-
3689.1
... 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 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 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 with F.P.S. bricks
10
-
6147.95
... More
Constructing masonry Chamber 120x120x100 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 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 with F.P.S. bricks
9
-
8528.75
... More
Surface Parking
Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding ½ meter (20”) in depth and earth work in enbankment to be in 20cm (8”) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5”) lift and 30m (100’) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100’) distance as directed by the E/I.Excluding Cost of Royalty. Wherever application for small work or Abadi area ( Where machine can not reach or move)
943
-
90
... More
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
540
-
3477
... More
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 (SI. No. 281/2020).
17
-
5820
... More
Supply & Laying of 80mm thick rubber molded cement grey / ordinary red inter locking cement concrete paver blocks confirming 15658/2000 of approved shape as directed by E/1. Manufactured by high pressure and control vibration machine with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPA (M-30) including preparation of bed with local fine sand and also leveling and dressing of surface up to required level and sloped filling joints with local fine sand including .cost of material, labour, T&P and all complete as per direction of E/1 and as per approved specifications.(A.R.)
3000
-
752
... More
M-150 Brick Work in one 1:4 one cement & Coarse sand foundation and plinth including supply of all matarials labour, Tools & plants etc. requierd for proper completion of the work as per direction of Engineer-in-charge SI no. 305 (a)/2020
65
-
4950
... More
12mm thick plaster with 1:4 cement and approved Coarse sand over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tolls and plants etc, required for proper completion of the work as per direction of Engineer-in-charge.SI.No.-584 /2020.
440
-
165
... More
Cement Concrete 2cm. gauge approved stone ballast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 279A/2017).
6
-
7000
... More
Sewer Line
Excavation in 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 UPPWD SOR 2017/251(a)
0.00 - 1.50 m
1343
-
181.7
... More
Excavation in 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 UPPWD SOR 2017/251(a)
1.50m - 3.00m
252
-
229
... More
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 (SI. No. 281/2020).
128
-
5820
... More
S/C/L/Jointing of following dia. RCC NP-3 pipe S&S tipe ISI Mark in site of work loring the same into tranches in following depth in true alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe (A.R.) 1.5 - 3.0 M BGLS/C/L/Jointing of following dia. RCC NP-3 pipe S&S tipe ISI Mark in site of work loring the same into tranches in following depth in true alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe (A.R.) 1.5 - 3.0 M BGL 300 MM DIA NP-3 SOR-2017 (599.50+571.53)
790
-
1171
... More
S/C/L/Jointing of following dia. RCC NP-3 pipe S&S tipe ISI Mark in site of work loring the same into tranches in following depth in true alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe (A.R.) 1.5 - 3.0 M BGLS/C/L/Jointing of following dia. RCC NP-3 pipe S&S tipe ISI Mark in site of work loring the same into tranches in following depth in true alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe (A.R.) 1.5 - 3.0 M BGL 450 MM DIA NP-3 SOR-2017 (1661+708.37)
184
-
2369.37
... More
Constructing brick masonry circular manhole 0.91 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks 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 mix (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 design0.91 M deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 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 gradded stone aggregate of 20 mm nominal sige) including centering shuttering all complete. (Excavation, footrest and 12 mm thick cement plaster at the external surface shall be paid for separately)
67
-
8944
... More
Extra depth for circular type manhole 0.91 M internal dia (at bottom) with F.P.S. bricks beyond 0.91 M to 1.67 M.
10
-
4284
... More
Constructing brick masonry circular manhole 1.22 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks 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 mix (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 design1.68 M deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 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 gradded stone aggregate of 20 mm nominal sige) including centering shuttering all complete. (Excavation, footrest and 12 mm thick cement plaster at the external surface shall be paid for separately)
67
-
16854
... More
Extra depth for circular type manhole 1.22 M internal dia (at bottom) with F.P.S. bricks beyond 1.68 M to 2.29 M.
10
-
5522
... More
Constructing masonry Chamber 60x60x75 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 ( 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 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 (DSR-18.33/2017)
134
-
6849.6
... More
Making connection of internal plot manhole to existing sewer manhole including breaking into & making good the wall, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1 : 3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete
For pipes 300 mm diameter
134
-
395.85
... More
Making connection of internal plot manhole to existing sewer manhole including breaking into & making good the wall, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1 : 3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete
For pipes 450 mm diameter
1
-
611
... More
Providing, laying and jointing glazed stoneware pipes (200mm dia) class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete (DSR-19.1.3/2017)
1876
-
423.35
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements