Haridwar Roorkee Development Authority Tender
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Haridwar Roorkee Development Authority - HRDA Tender
Drainage Work
Eprocure
Opening Date3 Jun 2021
Closing Date24 Jun 2021
Tender Amount₹ 1,50,77,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HRDA_33205_1Bid Award Id
ViewTender No
Construction of RCC Culvert and Nala for IndralokTender Authority
Haridwar Roorkee Development Authority ViewPurchaser Address
-Website
http://http://onlinehrda.com/
GEM & Bid Advisory Services
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BOQ Items
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 S.O.R 11-4-3-1 MORD
426.12
-
5492.03
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) S.O.R 12-5-2-1 MORD
14.15
-
5808.88
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Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . 2.25 D.S.R. 2018
336.49
-
219.65
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all
lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) S.O.R mord 3-4
2847.6
-
472.98
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 16.2 D.S.R. 2018
2847.6
-
18.2
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Providing and laying Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M35 S.O.R 13-5-H-P-1 MORTH
114.74
-
6806.24
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Add for using extra cement in the items of design mix over and above the specified cement content therein D.S.R.5.35 2018
97.53
-
673.3
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m S.O.R 12-5-4 MORD
56.62
-
6549.65
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Centering shuttering including strutting, propping etc. and removal of form work R.C.C Base Shuttering 5.9.1 D.S.R. 2018
123.89
-
284.85
... More
Centering shuttering including strutting, propping etc. and removal of form work R.C.C wall 5.9.2 D.S.R. 2018
363.01
-
609.3
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Centering shuttering including strutting, propping etc. and removal of form work R.C.C slab Shuttering 5.9.3 D.S.R. 2018
167.7
-
339.6
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 S.O.R 13-3 MORD
20177.62
-
67.33
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1200 mm dia RCC pipes. (Laying by manual/ machanical means) 19.35.5 D.S.R. 2018
706.73
-
7726.75
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 S.O.R 11-5-2 MORD
79.02
-
5649.05
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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 (1 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 makingchannels 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 complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 19.7.2.1 D.S.R. 2018
50
-
22939.65
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.31 D.S.R. 2018
2255.19
-
12.55
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Cement plaster 15 mm thick 1:4 on stone masonry S.O.R 12-3 MORD
137.6
-
185.25
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Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam D.S.R. 16.13.2 2018
36
-
3677.15
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Prime coat
(Providing and applying primer coat with bitumen emulsion on prepared surface o granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) S.O.R. mort&h 5-1
120
-
26.65
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Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. S.O.R. mort&h 5-2
120
-
9.52
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar. D.S.R 15.7.4
0.62
-
1469.9
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.D.S.R 15.60
0.62
-
138.85
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UNDER GROUND LINE SHIFTING AND OTHER WORKS
1
-
450000
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