Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Eprocure
Opening Date16 Jan 2019
Closing Date25 Jan 2019
Tender Amount₹ 4,26,06,746
Costs
EMD
₹ 8,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_GDAUP_295282_1Bid Award Id
ViewTender No
435/4/PA-T/2018-19 Dt. 10.01.2019 (S.no-6)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Providing and applying tack coat with 80/100(vg10) bitumen using emulsion pressure distributer@1.00kg/sqm at prepared surfce of granular base including cleaned with mechenical broom including supply all material labour T&P required for proper completion of work as per clouse 503 of MORTH specification and as per direction by enginner in charge(A.R).
13829
463271
33.5
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Providing and applying tack coat with 80/100(vg10) bitumen using emulsion pressure distributer@0.30kg/sqm at prepared surfce of granular base including cleaned with mechenical broom including supply all material labour T&P required for proper completion of work as per clouse 503 of MORTH specification and as per direction by enginner in charge(A.R).
27658
367851
13.3
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providing and laying 50mm copected bituminous macadam on prepared surface with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 3.30 per cent by weight of total mix and filler ,transporting the hot mix to work site laying with a hydrostatic pavar finisher with sensor control to the required grade,level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification clauses 504 and as per direction of the engineer in charge(A.R)
735
5148675
7005
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP providing an average output 75 Tonne per hour using crushed aggregates of specified grading premixed with 60/70(VG-30)bituminous binder@4.50% by weight of total mix andhydrated lime@2% by weight of total mix, transport the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment roller with smooth wheeled vibratory and alignment and tendem rollers to achieved the desired compaction as per MORT & H 508 grade-1(13mm nominal size )MORT&H specification sand as per direction of E/I. (A.R)
368
3245024
8818
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Brick edeging on both side of the road of M-150 bricks 7 cm wide , 11 cm deep laid with mud mortar including dressing ,supply of brick finished to the required temlete and in proper alignment and also including dressing and ramming the excaveted earth as directed by E/I. . SI- 765
26597
1555924
58.5
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Brick on edge pavement with straight over burnt bricks on paries with brick laid dry joints filled with local sand including preperation of sub grade to prescribed camber and including supply of bricks , filling joints with local earth of P.I. 5 to 7 spreading blinding coat 1 cm depth of local earth over the entire surface and including supply of all labour T & P etc. required for proper completion of the work. SI- 763
26597
9175965
345
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Cartege of earth up to 8.00 KM with loading and unloading and royalty complete (SI 231a)
908
40860
45
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DRAIN
Dismantling of brick work or stone wotk in lime or cement mortar including stacking of dismentaled materials as directed by E/I within a distance of 60 m. S.I.No 692
194
77600
400
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Dismantling of Reinforced cement concrete or reinforced brick work including stacking of dismentaled materials as directed by E/I within a distance of 60 m. S.I.No 694
15
12000
800
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Dismantling of Metteled Road Surface etc all complete.
615
27675
45
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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
1720
163400
95
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Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.281
157
816400
5200
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RCC work with cement, approved coarse sand and 4 cm guage stone grit in proportion of 1:2:4 in Raft and footing excluding supply of reinforcement and its binding with 24 BWGGIbinding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 287
157
981250
6250
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RCC work with cement, approved coarse sand and 4 cm guage stone grit in proportion of 1:1/2:3 for column excluding supply of reinforcement and its binding with 24 BWGGI binding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 288
386
3088000
8000
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RCC work with cement, approved coarse sand and 2 cm guage stone grit in proportion of 1:2:4 in slab excluding supply of reinforcement and its binding with 24 BWGGIbinding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 284
36
277200
7700
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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
521
2917600
5600
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Cartege of earth up to 8.00 KM with loading and unloading and royalty complete (SI 231a)
1648
74160
45
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Deduct cost of Bricks SOR 2017
53544
-251656
4.7
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Deduct cost of Bricks Bats SOR 2017
78
-39000
500
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SEWER
Excavation for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/c cutting of joints pits, triming, 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.
(A) 0.0 to 1.50 m
5510
1001167
181.7
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(B) 1.50 to 3.00 m
3306
757074
229
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(C) 3.00 to 4.50 m
1737
503730
290
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(D) 4.50 to 6.00 m
868
294338
339.1
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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.272
321
930900
2900
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Concrete with 4cm 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.279
213
1331250
6250
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P/F open Timbering for following depth conferming to 40mm thick approved country wood & 1.50m c/c strits all compelete as per direction of E/I following Depth.
(A) Depth not exceeding 1.50m
1086
60327
55.55
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(B) Depth 1.50m but not eceeding 3.00m
2817
167752
59.55
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(C) Depth exceeding 3.00m but not 4.50m
1400
88970
63.55
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Close timbering in Depth of upto 4.50m trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). DSR 2.16
6000
662700
110.45
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Supply carting and laying of 3.00m of RCC Hume Pipe NP.3 for following Depth.
(A) 1.50 to 3.00m
660
583572
884.2
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(B) 3.00 to 4.50m
64
58944
921
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Supply carting and laying of 4.50m of RCC Hume Pipe NP.3 for following Depth.
(A) 3.00 to 4.50m
450
995265
2211.7
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(B) 4.50 to 6.00m
663
1495728
2256
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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 :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, DSR 19.13.1.1
20
679297
33964.85
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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 : 3coarse 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 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.11.1.1
35
557333
15923.8
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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 7.5 DSR 19.14.1
57
822362
14427.41
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.12.1
91
556728
6117.9
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Connection of exist sewer line 500.00mm dia Man Hole
2
10000
5000
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Cartege of earth up to 1.00 KM with loading and unloading and royalty complete (SI 231a)
6853
308385
45
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