Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Eprocure
Opening Date6 Sep 2018
Closing Date13 Sep 2018
Tender Amount₹ 12,95,51,535
Costs
EMD
₹ 25,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_GDAUP_248049_1Bid Award Id
ViewTender No
419/4/PA-T/2017-18 (S.no-3) Dt. 01.09.2018Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
Development of Industrial Pocket at NH- 58 Madhuban Bapudham Scheme
BOQ Items
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, MORT&H - 401. (Without motor grader)
5925
19422150
3278
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Providing & laying spreading and compacting graded stone aggregate to wet mix macadam(WMM) specification including premixing the material with at OMC in mechanical mix plant close grade, mixing in metrial mix plant at OMC carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, 406 MORT&H specification and as per directon of engineer incharge (AR) (9mtr & below road without paver finisher).
6418
22995694
3583
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Providing and applying tack Coat 80/100 (VG10) bitumen using emulsion pressure distributor at the of 1.00 kg. per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 MoRT&H specification as per direction of Engineer incharge. (A.R)
28545
956257
33.5
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Providing and applying tack coat with 80/100 (vG10) bitumen on prepared surface of bitumenous / granular base including cleaning the road surface and spraying primer at the rate of 0.30 Kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MORT&H specification and as per direction of the Engineer -in- charge (A.R. )
57090
645117
11.3
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Providing and laying 75mm th. compacted bitmenous mecadam on prepared surface with 100-120 tonnes per hour batch type hot mix plant producing an average out-put of 75 MT per hour using crushed agregated of specified grading-II (91mm Nominal size) premixed with 80/100 (VG 10) bitmenous binder @ 3.30 % by weight of total mix and transporting the hot mix material to work site, laying with a hydrostatic pawer finisher with sensor control to the required grade, level and laignment rolling with smooth wheeled vibratory (8-10 tonnes) roller for intial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonn to achieve the desired compaction, includeing supply of all material, lab T& P etc. requeried for proper completion of the work as per clause 504 of MoRT&H Spacfication and as per direction of the Engineer Incharge (A.R.)
2141
14997705
7005
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Providing and laying bitmenous concrete with 100-120 tonnes per hour batch type hot mix plant producing an average out-put of 75 MT per hour using crushed agregated of specified grading-II premixed with 60/70 (VG 30) bitmenous binder @ 5 % by weight of total mix and filier @ 2% by weight total mix, transporting the hot mix material to work site, laying with a hydrostatic pawer finisher with sensor control to the required grade, level and laignment rolling with smooth wheeled vibratory (8-10 tonnes) roller for intial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonn to achieve the desired compaction, includeing supply of all material, lab T& P etc. requeried for proper completion of the work as per clause 509 Grade-II(13mm nominal size) of MoRT&H Spacfication and as per direction of the Engineer Incharge (A.R.)
1142
10070156
8818
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Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building 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 from the foundation trenches.SI-251.a
90
8550
95
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Concrete with 4cm guage brick ballast fine sand of 1.25 FM and cement in proportion of 10:5:1 in foundation and under floor including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.274
50
152500
3050
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M-150 brick work in one cement & four coarse sand 2.2 FM (1:4)mortar in foundation and plinth including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.305 a
165.5
736475
4450
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Concrete with 2cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 4:2:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.279a
12
75000
6250
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12mm thick plaster with cement and corse sand of 2.2 F.M. in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 584 New item
460
75900
165
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Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the E/I including supply of all mrials, labour and T & P etc. required for proper completion of the work.SI 598
460
2070
4.5
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
836
397100
475
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Supply and laying of 80 mm. thick I shaped mechanically compressed cement grey / ordinary red interlocking cement concrete paver blocks manufactured by high pressure and control vibration machine having plan dimension 200 x (160+120mm ) 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 then 30 Mpa (M-30) including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-Charge. (i) Cement grey
10158
6506199
640.5
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Supply, fixing & eraction of built up cantilever structuer 6m span comprising of one vertical posts of 6.00 m height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M.S. Pipe and 40 mm dia heavy ms pipe as bracing & 50 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthtic enamel plant. The work included construction of RCC foundation of size 90x90m of required depth as per site condition for built up structure including earth work in excavation 100 mm thick lean concrete in 1:4:8 cement coarse sand and 20 mm stone grit including supply and fixing of 25mm dia foundation bolts 600mm long as per provision of structure design including cost of reinforcement & shuttering the lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect the rates shall include cost of design fabrication supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes royalty, VAT etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (sanction rate)
1
125000
125000
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Providing and fixing of high intensing perfective sign Board made of 2mm thick aluminium sheet face to be fully covered with micro prismatic retro retro reflactive sheeting only duly framed with 1" M.S. square pipe and right intensity reflective sheeting base of required shade and on one side duly painted with black and white synthtic enamal paint with required size of pass complete in all respect. As per DSR 16.16/2016, @ 4722.20-4%
High intensity reflective signboard Bothside. DSR 2016,
7
31783
4540.57
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Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building 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 from the foundation trenches.SI-251.a
2649
251655
95
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Concrete with 4cm guage brick ballast fine sand of 1.25 FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.275
644
2060800
3200
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 DSR
2880
492768
171.1
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Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. 5.9.2 DSR
21656
6167628
284.8
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Suspended floors, roofs, landings, balconies and access platform 5.9.3 DSR
256.5
89159
347.6
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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 proportionsas per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in - charge. 5.37.1 All works upto plinth level
1848
11738126
6351.8
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M.S (tor steel or plain) in works such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.SI 504
1847
10343200
5600
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Water Supply:-Providing & fixing of ISI marked HDPE (PE-100) pipes (6 kg/cm2) conforming to IS 4984, in trenches and making joints with bell cupler and solvent cement, including cost of special required fpr proper completion of works, including all taxes, labours, tools, night gaurds, light, barrier, red light to safegaurd against, all complete as per specification and direction of Engineer-in-charge. 110mm dia HDPE (PE 100)
2598
635990
244.8
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160mm dia HDPE (PE 100)
808
407474
504.3
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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 diameter 18.59.3 DSR 2016 @7410.80-4% (A.V)
6
42754
7125.76
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150 mm diameter 18.31.3 DSR 2016 (F.H) class-II @5387.20-4%
10
51799
5179.99
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Constructing masonry Chamber 60x60x75 cm inside, in brick work incement 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 18.33.1 DSR 2016 @6849.60-4%
3
19758
6586.15
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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 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 : 18.34.1/2016 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 @11842.16-4%
11
125259
11387.25
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Supply and fixing of 1/2 Inch dia G.I. Pipe
294
30576
104
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Sewer Work:-Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil (loam & clay) i/c cutting of joints pits,traiming,dressing. Leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench.
2547
333657
131
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Excavation for depth 1.50m to 3.0 m from B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil (loam & clay) i/c cutting of joints pits,traiming,dressing. Leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench.
62
11470
185
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Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m sqm 55.80 2.20.1 DSR 2.20.2
905
50272
55.55
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Depth exceeding 1.5 m but not exceeding 3 m sqm 59.55
552
32871
59.55
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Concrete with 4cm guage brick ballast fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floor including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.273
266
771400
2900
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Concrete with 2cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 4:2:1 including supply of all materials , labour , T&P etc. required for proper completion of the work in Craddle.S.I.279 a
171
1068750
6250
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Supply, Carting and jointing R.C.C. NP-3 & Special from store to site of works, lowering the same in trenches in depth BGL. True to alignment Cauking the joints with 1:2 cement & coarse sand mortar i/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete as per specification and direction of Engineer-in-charge. 300 mm dia RCC Pipe 0.00 to 1.5.0m below ground level @599.50+190+140=929.50
2532
2353494
929.5
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400 mm dia RCC Pipe
0.00 to 1.5.0m below ground level 1435.50+190+140=1765.50
730
1288815
1765.5
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Constuction of RCC circular manhole 1.200m internal dia at bottom and 0.56m dia at top in 1:1.5:3 (1 cement :5 coarse sand :3 stone aggregate 20mm nominal size) inside cement plaster 6mm thick 1:3 (1cement :3 fine sand) with foundation concrete 1:2:4 (1 cement :2 coarse sand :4 stone aggregate 20mm nominal size) over 1:4:8 base concrete (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 ( 1 cement :2 coarse sand :4 stone aggregate 20mm nominal size) finished with float coat of neat cement all complete as per standard design of GDA. Including all for completing in all respect upto 1.50 mtr depth
1200mm internal dia
96
2081856
21686
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extra depth for circular manhole 1.2m internal dia (at bottom) with beyond 1.65m to 2.3m
66.5
235210
3537
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PARK:-Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building 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 from the foundation trenches.SI-251.a
99
9405
95
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Concrete with 4cm guage brick ballast fine sand of 1.25 FM and cement in proportion of 10:5:1 in foundation and under floor including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.274
36
109800
3050
... More
M-150 brick work in one cement & four coarse sand 2.2 FM (1:4)mortar in foundation and plinth including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.305a
126
560700
4450
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12mm thick plaster with cement and coarse sand of 1.25 F.M. in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 584 New item
593
88950
150
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same as above S.I. No 305a but in super structure S.I. No-305a+309+310 in one brick wall
82
409180
4990
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2.5 cm thick DPC with one part cement 1.5 part of approved coarse sand and three part approved grit of 10mm( 1:1.5:3 ) with and including water proofing as ordered by the E/I in the proportion as specified by the manufactured including supply of all materials , labour , T&P etc. required for proper completion of the work and including proper curing & shuttering as necessary.S.I.361
91
27300
300
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One priming coat and one coat of dry distemper on new work including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 681
593
20755
35
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