Khurja Development Authority Tender
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Khurja Development Authority Tender
Eprocure
Opening Date19 Mar 2020
Closing Date19 May 2020
Tender Amount₹ 32,01,000
Costs
EMD
₹ 65,000Document Cost
₹ 1,475Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_KHDA_451748_4Bid Award Id
ViewTender No
9273/KDA/19-20 Dt. 05-03-2020 TBTender Authority
Khurja Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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BOQ Items
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Consolidation of hard stone ballast of size 45-90 mm, 40-63 mm. by road roller for 12cm (Loose) thick coat including opening out stacks sorting into sizes, repairing patches in existing road suface making medhi to retain water and ramming and also including carriage of metal upto 30M. & carriage of water 200 M. supply and maintenance of barriers and all tools and all tools and plants etc. required for proper completion of work, [S.I. No. - 755 (a)]
93
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180
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Supply and stacking of 40-63 mm size hard stone ballast including loading, unloading cartage and all taxes, complete in all respect as per directed by E/I. (Quarry Haridwar) [As per R.M.R.]
78
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2510
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Supply and stacking of 25-50 mm size hard stone ballast including loading, unloading cartage and all taxes, complete in all respect as directed by E/I. (Quarry Haridwar).[As per R.M.R.]
78
-
2616
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Consolidation of hard stone ballast of size 40-63 & 25-50 mm. by road roller for 10cm (Loose) thick coat including opening out stacks sorting into sizes, repairing patches in existing road suface making medhi to retain water and ramming and also including carriage of metal upto 30M. & carriage of water 200 M. supply and maintenance of barriers and all tools and all tools and plants etc. required for proper completion of work. [S.I. No. - 755 (d)]
156
-
185
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Water allowance to be allowed on item 3 between 15th November to 31st May.[S.I. No. - 757 (a)]
249
-
25
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Bitumen tack coat over painted surface @ 1.00 Kg/m2 including cost of bitumen including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as Per MOT Specification No. 502 and as per direction of E/I. [Analysis Rate]
760
-
33.3
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P/L of B.M. on prepared surface with specified graded crushed stone ballast for base binding coarse including loading of aggregates with EE loader and mixing of stone aggregate and 3.30% Bitumen of 80/100 Bitumen in hot mixing plant transporting the material in Tipper and loading in paver finishing the required level and ramming by 10 Ton vibrating roller only to achieve the desired density including supply of all materials, labour, T&P etc all complete. Cleaning of road by air compressor only. [Analysis Rate]
40
-
7563
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Bitumen tack coat over painted surface @ 0.30 Kg/m2 including cost of bitumen including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as Per MOT Specification No. 502 and as per direction of E/I. [Analysis Rate]
760
-
11.2
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P/L of S.D.C by crushed stone aggregate satisfied the graded set out in the MOST specification and 5% bitumen 80/100 grade approved quality mixed with hot mix plant and mechanical, paver finisher including rolling by 8-10 Tones road roller vibrating only to achieve the desired density including supply of all materials, labour, T&P etc all complete. Cleaning of road by air compressor only. [Analysis Rate]
20
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9111
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Brick edging on both side of the road of m-150 bricks 7cm. wide. 11cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I. [S.I. No. - 765 (a)]
140
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58.5
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30M. and including filling watering and ramming of excavated earth into the trenches or into the 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 up to a distance of 30M. from the foundation trenches.[SI.No.–251(a)]
297
-
95
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Cement Concrete with 4cm gauge approved stone ballast, Coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. [S.I. No. - 281]
48
-
5200
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M-150 Brick work in 1:4 one cement & four Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work. [S.I. No. - 305(a)]
157
-
4430
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Cement Concrete with 2 cm gauge approved stone grit, Coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.[S.I. No. - 279 (a)]
18
-
6250
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12mm thick plaster with cement and approved coarse sand of 2.20 fineness modules mortar 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, T & P etc. required for proper completion of the work. [S.I. No. – 584 New Item]
363
-
165
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Excavation for depth up to 1.5M BGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay & sand) i/c cutting of joints pits, trimming, dressing, leveling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removal of surplus earth or other dismantled materials, up to a distance of 50M from the center of trenches. Excavation depth. (0.0-1.5) M BGL [Analysed Rate]
357
-
183.1
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Supply carting of laying of P.V.C. 110 mm dia @ 6Kg/sqcm. Pressure.[Analysed Rate]
465
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286
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Making water connection (LIG Rate).[Analysed Rate]
6
-
570
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Supply, Carting, Laying & Jointing of NP-2 Class 300 mm dia & specials at the working site of work, lowering the same into trenches true to alignment caulking the joints with rubber ring & jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe also including cost of all jointing materials testing etc. complete. as per direction of E/I. [Analysed Rate]
194
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703.5
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Making Connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1:2:4 mix, cement plaster on both sides with cement mortar channels for the drain etc. complete for 300 mm dia pipe. as per direction of E/I. [Analysed Rate]
3
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577
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Construction of (0.60.X0.60X0.90) size inspection chamber. [Analysed Rate]
20
-
5735
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Add or deduct Construction of regulating of (0.60X0.60X1.00) m. size sewer connection chamber. [Analysed Rate]
4
-
4326
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