Haryana State Roads And Bridges Development Corporation Limited Tender
If you want to inquire about any e-tender the Haryana government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Haryana tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Haryana etender you're looking for. Read further to learn how to search and bid for etender Haryana.
Costs
EMD
₹ 74,48,000Document Cost
₹ 23,600Tender Fee
₹ 1,180
Summary
Improvement By Providing Widening (5.50 Mtr To 7 Mtr) And Strengthening Of Existing
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
2021_HBC_179999_1Bid Award Id
ViewTender No
DGM-II/HSRDC/RewariTender Authority
Haryana State Roads And Bridges Development Corporation Limited ViewPurchaser Address
-Website
http://http://hsrdc.org.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Dismantling of Existing Slab culvert upto 5.00 m Span
1
-
-
... More
Dismantling of Existing Slab culvert upto 6.00 m Span
3
-
-
... More
Dismantling of Existing Slab culvert upto 2x5.00 m Span
1
-
-
... More
Dismantling of Existing Pipe culvert
2
-
-
... More
Dismantling of Existing Side Drain
420
-
-
... More
Dismantling of Existing PCC
2401
-
-
... More
Dismantling of Flexible Pavements (GSB & WBM)
17352.5
-
-
... More
Clearing and Grubbing Road Land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150 mm in thickness. (HSR 6.26)
57400
-
-
... More
Dismantling of existing bituminous layer on road by cold milling 100 mm thickness in full width and planning the surface after cold milling, transportation to the hot mix plant site. (HSR 24.37)
97137.15
-
-
... More
Earthwork excavation in ordinary soil exclusive of compensation of earth – earth work undressed with a combined lead upto 15 Mtr including breaking of clods (HSR 6.2 (b)
22974.48
-
-
... More
Construction of berms with earth received from excavation of embankment and other excavation (Item item No. 4 of BOQ) including rolling and compaction as per MORT&H Specification 2013 including disposal of surplus earth away from ROW
6892.34
-
-
... More
Earth work in embankment, sub grade, earthen shoulder including Lay Byes, junctions, parking with approved material obtained from Borrow pits (Minimum CBR value 8% for sub grade only) with all lead and lifts and laying in 20 cm layer and compaction including dressing of banks and side slopes to given levels and templates after breaking of clods, also including cost of watering and rolling including compensation of earth. The successive layer of earth should not be provided until and unless layer under construction is thoroughly compacted. The complete rate quoted by the contractor shall take into account all allowances for labour, hardness, wetness and all kinds of carriage, loading & unloading, total lead and lift of soil involved to the entire satisfaction of Engineer - in -charge conforming fully to specification No. 305 of MORT&H including subsequent and corrigenda issued from time to time. The compaction of work shall be achieved 97% of Modified Proctor Density. The top level of Sub grade should be minimum 1.00 mtr. above the adjoining field / ground levels. The rate should include excavation of road way and using the excavated soil in embankment to ensure that every where 500mm sub grade is prepared afresh with new borrow area soil having minimum CBR value 8% Adjoining field ground levels shall be mean of levels taken in every 250m length at a longitudinal distance of 25 m both sides and 50 m distance from center line of the road longitudinal profile based on above parameters shall be approved and finalized by Engineer-in-charge before GSB is started on earth work.
72431.4
-
-
... More
Granular Sub-Base: Providing and laying 100/150 mm thick Granular sub-base consisting of drainage layer confirming to Table 400.1 grading-III of MORT&H specification fifth edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013.
NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.
8348
-
-
... More
Granular Sub-Base: Providing and laying 100/150 mm thick Granular sub-base consisting of filter layer confirming to Table 400.1 grading-VI of MORT&H specification fifth edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratery power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013.
NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.
8348
-
-
... More
Wet Mix Macadam. Providing, laying 250 mm thick, spreading and compacting graded stone aggregate to wet mix macadam(WMM) specification in two layers including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H specification clause 406.(NS)_2013 as per drawing and design directed by the Engineer.
Note: only crust stone material should be used no local sand/ tibba sand shall be used.
23411.81
-
-
... More
Prime Coat : Providing and applying primer coat with bitumen emulsion MS Grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/ sqm using pressure distributor as per MORT&H specification 2013Clause 502.
128687.28
-
-
... More
Tack Coat : Providing and applying tack coat with bitumen VG-10 grade with pressure distributor @ 0.25 Kg/sqm on the prepared granular/ black top surface cleaned with mechanical broom including cost of bitumen as per MORT&H clause no. 503 (5th edition) 2013 as per MoRT&H specification (NS)
247258.2
-
-
... More
Dense Graded Bituminous Macadam : Providing and laying 95 mm thick dense graded bituminous macadam (DBM) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver 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 clause No. 505 complete in all respects. If bitumen required more than 4.0% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.(NS)
11744.76
-
-
... More
Providing and laying 40 mm thick Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tone per hour, using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver 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 Specifications Clause 507 MoRT&H specification 2013 and in compliance of para no. 4 of additional condition for bituminous work complete in all respects.
Note: if bitumen required more than 5.4% as per job mix formula no. extra payment will be made extra bitumen required will be considered as incidental to work.
4945.16
-
-
... More
Providing and laying dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of MORTH specification (Fifth Edition) cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than ISI marked provision MPA at 7 days, mixed in a batching plant, transported to site, laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause no. 601 of MoRTH specification (5th edition 2013)
1558.31
-
-
... More
Providing and laying cement concrete of grade M-40 of un-reinforced, dowel jointed, plain cement concrete over a prepared sub base with 43 grade cement @400 kg per cum, (minimum) coarse and fine aggregate not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and (MORT&H Clause 602) (M-40)
2908.84
-
-
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (MoRT&H 8.14)
Kilometer stone on village roads (HSR 10.129 ii + 16.75 b ii)
16
-
-
... More
5th Kilometer stone (Precast) i/c painting (HSR 10.129 i + 16.75 b i)
4
-
-
... More
Reinforced cement concrete 1:2:4 boundary pillars/ 200 mtr. stone of standard design, fixed in position, including finishing & including painting (HSR 10.131 + 16.75 b ii)
74
-
-
... More
Providing & Marking center line /Zebra Crossing with hot applied thermo-plastic road marking paint complete in all respect such as furnishing all labour, material tools, equipment including all incidental costs necessary for carrying out the work at site conforming to the technical specification clause 803.4 of MORT&H specification for road and bridge works (5th edition) 2013 as directed by the Engineer.
Note :- I) Thermoplastic paint out of following brand will be allowed to be used:-
a) Asian paints –Apcomark
b) Berger Paints –Sigmark
c) Prismo
Note :- II). Glass Beads out of following brand will be allowed to be used:-
a) Potters
b) Sovitec
c) Flexolite
6781.8
-
-
... More
Utility Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, NP -3 ISI marked across the road @ 200m C/C (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. As per MORT&H specification Sr. No. 8.29
945
-
-
... More
Provision of Construction of Side Drain as per drawing & Technical Specifications.
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6)
11315.7
-
-
... More
Design mix cement concrete of grade M-15 with minimum cement content 240 Kg/ cum in foundation and plinth (HSR 10.64)
762
-
-
... More
Design mix cement concrete of grade M-20 with minimum cement content 300 Kg/cum in foundation and plinth (HSR 10.65)
1930.4
-
-
... More
Design mix cement concrete of grade M-30 with minimum cement content 320 kg/cum in foundation and plinth level (HSR:10.67)
731.52
-
-
... More
Providing & Fixing in Position TMT Fe 415 grade reinforcement Complete as Per Drawing and Technical Specification
279.4
-
-
... More
Provision for Construction & widening of existing culvert and Minor Bridges
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6)
8491.14
-
-
... More
Back filling behind abutments, wing walls and return walls with selected granular material of approved quality including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specifications Clause 305.
2457.64
-
-
... More
Back filling with filter media behind abutments, wing walls, & return walls, including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specifications Clauses 305, 309 & 2502.
1646.55
-
-
... More
Cement Concrete 1:3:6 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.40)
77.62
-
-
... More
Design mix cement concrete of grade M-15 with minimum cement content 240 Kg/ cum in foundation and plinth (HSR 10.64)
1745.12
-
-
... More
Design mix cement concrete of grade M-20 with minimum cement content 300 Kg/cum in foundation and plinth (HSR 10.65)
1119.24
-
-
... More
Design mix cement concrete of grade M-30 with minimum cement content 320 kg/cum in foundation and plinth level (HSR:10.67)
2055.75
-
-
... More
Centering and Shuttering for flat surfaces such as suspended floors, roofs, landing, chhajjas, shelves etc. Inclination not exceeding 25 degree with horizontal. (HSR:9.1)
5437.43
-
-
... More
Design mix cement concrete of grade M-30 with minimum cement content 340 kg/ cum in first storey upto 4 meters above plinth level (HSR 10.74)
370
-
-
... More
Design mix cement concrete of grade M-35 with minimum cement content 340 Kg/ cum in foundation and plinth level (HSR 10.68)
278.32
-
-
... More
Shuttering for face of concrete foundation and foundation beams (vertical or batting) (HSR 9.13)
15336.86
-
-
... More
Design mix cement concrete of grade M-35 with minimum cement content 340 Kg/ cum in first storey upto 4 meters above plinth level (HSR 10.75)
95.35
-
-
... More
Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specifications Clause 2704.
427.77
-
-
... More
Centering and Shuttering for face of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. (HSR 9.5)
13250.14
-
-
... More
Provision of reinforcement cement concrete crash barrier at the edge of the road approach’s to bridge structure and medians, constructed with M-40 grade concrete with TMT reinforcement confirming to IRC 21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, to the structure on which it is build and installed as per design given in the enclosure of MOST circular no. RW/NH-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawings and at locations directed by the Engineer, all as specified as per clause no. 811 of MoRTH specification 5 th revision including cost of painting etc. complete in all respect (Based on MoRTH no. 8.22)
423.78
-
-
... More
HYSD/TMT bar reinforcement complete as per drawings and Technical Specifications Section 1600.
337.38
-
-
... More
Providing GI pipe railing over crash barrier including structural fixing as per Technical Specification Clause 2703.
378
-
-
... More
Providing 20mm expansion joint filled with compressible fiber board as per drawing and as per direction of the Engineer as per MORT&H Clause 2605
429.78
-
-
... More
Providing cement concrete railing in M-30 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.
45.78
-
-
... More
Providing and fixing drainage spouts for bridges as per Drawing and Technical Specifications Clause 2705.
35
-
-
... More
Weep holes as per specifications
1709.68
-
-
... More
Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Footpath finish with 40 mm thick cement concrete of grade M - 25
34.34
-
-
... More
Painting of Bridge No. and span arrangement as per drg., IRC:7-1971 and MORT&H specifications section 800.
93.57
-
-
... More
Providing, lowering, cutting, jointing and testing 1200 mm dia RCC pipe Class NP-4 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths an laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand motar and with ends dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 15 degree with faces of spigot of sockets joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No. 29.38, 29.44, 29.45 & 29.46) including cartage, loading and unloading complete in all respects.
Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bill certificate no payment shall be release.
350
-
-
... More
Providing Hard Moorum Filling between Head Wall & Pipe (Sandy Material)
507.98
-
-
... More
Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing internal reflection of the light entering the lens face and shall support a load of 16000 KG tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M)
600
-
-
... More
Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013)
30
-
-
... More
Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3mm thick Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminum on both sides supported on Mild steel pipe post 80mm NB medium class 4mm thick embedded M-20 grade concrete foundation of size 450mmx450mmx600mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge. 600mm Circular
14
-
-
... More
600mm Equilateral Triangle
24
-
-
... More
600mm high Octagon
12
-
-
... More
Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC-67-2012 type IV, HIP specification fixed on 3 mm thick Aluminium composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embedded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) / (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. Size 900mmx600mm
16
-
-
... More
Size 1200mm x 900mm
10
-
-
... More
Providing & erecting OVERHEAD SIGNS including gantry using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67 - 2012 Type IV specification fixed on 4mm thick Aluminum Composite Panels as base board with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R. C. C. foundation for providing of M. S Tubular structure for cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge.
Cantilever Over head Sign gantry. (T-Type) Size- 5000mm x 1500mm retro reflective both side (complete including foundation + framed pipe structure + Retro reflective board)
4
-
-
... More
Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides. (of reputed make such as Array Dennison/3M)
40
-
-
... More
Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect
2
-
-
... More
Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) (MoRT&H (8.26) C )
300
-
-
... More
Providing & fixing retro-reflective light bollards 1500 mm high as per site requirements, using non-metallic micro prismatic rectro reflective sheets conforming to IRC : 67-2012 type 4, HIP specification fixed on 3 mm thick aluminum composite material sheet as base having 0.5 mm thick aluminum on both sides having circular board of size 450mm dia, sheeting of blue back ground and white arrow. The order board will be of size 600 mm x 400 mm made up of high intensity retro-reflective sheeting type 4 fixed over aluminum composite panel sheet 3 mm thick both of the boards fixed on 80 mm NB dia 16 gauge M.S. pipe duly printed. The board to be fixed in CC 1:2:4 block of size 300x300x450mm
4
-
-
... More
Providing and fixing chevron boards as per standard size mentioned in IRC-67/relevant IRC/IS code as per MoRT&H specifications complete in all respect to the satisfaction of engineer-in-charge.
60
-
-
... More
Providing & fixing small two way median markers as per standard size mentioned in IRC-67/relevant IRC/IS code as per MoRT&H specifications complete in all respect to the satisfaction of engineer-in-charge.
300
-
-
... More
Providing and laying 80mm thick interlocking paver blocks of all shapes and colours ISI marked in design mix cement concrete M-35 over a bed of 30mm thick fine sand complete in all respect. Interlocking Paver Block should conform to IRC SP-63-2004 between carriageway and side drain and over footpath in buried drain. (HSR 10.159)
8960
-
-
... More
Public Health Items
Providing and fixing, laying, jointing, cutting, testing of DI pipeline complete in all respect (for shifting of DI pipeline) (NS)
100 mm i/d
4384
-
-
... More
150 mm i/d
5770
-
-
... More
200 mm i/d
5500
-
-
... More
300 mm i/d
1441
-
-
... More
400 mm i/d
423
-
-
... More
Provision for S.V. complete including chamber surface boxes etc.
100 mm i/d
23
-
-
... More
150 mm i/d
24
-
-
... More
200 mm i/d
10
-
-
... More
Providing and fixing DI special (NS)
1100
-
-
... More
Providing and fixing CI special (NS)
750
-
-
... More
Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :-
Quantity of Old Bricks to be recovered from Culvert & Side Drain @ Rs. 3.00 per Brick
336509
-
-
... More
Quantity of Old Brick BATS to be recovered from Culvert & Side Drain @ Rs. 250.00 per cum
426.5
-
-
... More
Quantity of Steel in Culvert to be recovered @ Rs. 20000.00 per MT
15.88
-
-
... More
Credit of Granular Surface Material @ Rs. 700.00 per cum (Material Obtained From Dismantling of Flexible Pavement)
2884.2
-
-
... More
Credit of Bituminous Material @ Rs. 1722.00 per cum (80% Material Obtained From Dismantling of Flexible Pavement)
Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.
7770.97
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements