Bridge And Roof Company India Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Summary
Civil Work For Tank Foundations And Associated Civil Work Of Pkg- 6 Part B For Rrp Of Ms Hrrl
Description
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Contact
Tender Id
2022_BandR_672368_1Bid Award Id
ViewTender No
BandR/HO/71127/CIVIL/BARMER TANK/PKG-6B/01Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
eTender_Document_CIVIL_PKG-6B_Barmer_Tank-6B
BOQ Items
Earth work in excavation in all kinds of soil except hard rock requiring blasting for foundation trenches of storage tanks, for a depth beyond 1.5 mtr and upto and inclusive 5.0 Mtr including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading including trimming of sides of the excavation, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water by using well pond dewatering system, if any, and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. Thick, consolidating each deposited layer by ramming watering, dressing to level and grade complete in all respects as per specification. Note:- Quantity of excavation shall be measured and paid based on diameter of excavation mentioned in construction drawings. Extra excavation for making slope shall not be measured and paid. .
250141
-
171
Providing and installing approved type of "SHORING AND STRUTTING" by for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.
13540
-
360
Supply and construction of WMM placed in layers of MAXIMUM 150mm loose thickness compacted to 85% of relative density as per IS:2720 Part-XIV including all material, labour, equipments, transportation, tests, lead and lift as per approved drawing, specification and directions of Site Engineer/Engineer-in-Charge complete upto the satisfaction of Engineer-in-Charge ans compacted well with vibratory roller of weight 8 to 10 Ton or more at optimum moisture content. Note:- Soil stratum at excavated levels for Tanks pads shall be throughly examined before starting the soil replacement work for Tank Pad foundations. Bottom of Excavated Pit shall be compacted well with vibratory roller of weight 8 to 10 Ton or more at optimum moisture content. Incase any loose/soft soil pockets are met below the excavation level, the same shall be replaced completely with WMM. Ground Water Table shall be lowered to a minimum depth of 1.0 Mtr below bottom of excavated pit prior to commencement of Ground improvement work by adopting suitable dewatering system.
356600
-
1071
Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any
other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or
smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggaregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR
23800
-
3870
Providing and laying REINFORCED CEMENT CONCRETE OF M-35 GRADE conforming to impermeable , self compacting with min cement content mentioned in the HRRL's /EIL's Technical Bidding document attached herewith and with approved brand of bipolar concrete penetrating corrosion inhibiting admixture as per Specification with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
21102
-
4770
Providing and laying REINFORCED CEMENT CONCRETE OF M-35 GRADE conforming to impermeable , self compacting with min cement content mentioned in the HRRL's /EIL's Technical Bidding document attached herewith and with approved brand of bipolar concrete penetrating corrosion inhibiting admixture as per Specification with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER-STRUCTURE (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
5521
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5130
Supplying and placing in position HIGH YEILDSTRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500 (D) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. Note:-Lapping and chair bars provided for reinforcement work shall not be measured and paid
2800
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57150
Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches,
equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular
tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting,
strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering,
keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.
61852
-
360
Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.
38341
-
405
Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand,royalties,
transportation to site for all leads and lifts,including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm,watering,ramming,compacting
with mechanical compactors and/or other equipment to the specified levels to achive 85% relative density as per IS:2720 Part XIV,including preparation of subgrade to the
required slope,providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge.The
rates shall be inclusive of the cost of all labour,material,equipments etc. all complete
18209
-
675
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M or more including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering,rolling and ramming by manual methods / mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths,trenches, pits etc. all complete.
98068
-
72
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO ANYWHERE within the plant boundary including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).
219267
-
90
100MM DEEP EXPANSION JOINT WITH 20MM THK FIBER BOARD AS PER IS:1838 Part 1 (Supply of all materials are in Contractor's scope)
19733
-
405
BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)
-
-
-
Providing and laying BRICK MASONRY WITH SPECIFIED CLASS in cement mortar 1:4 (1 Cement : 4 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/ slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
236
-
4950
NEAT CEMENT PUNNING: FLOATING COAT OF NEAT CEMENT with Fine sand including preparation of surface, curing and cleaning the site etc complete. (Supply of all materials are in Contractor's scope)
46156
-
45
Providing 15mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes,
valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge
50656
-
225
Supplying and laying of HDEP Sheet (250 MICRON) As Per Drawings, Specifications And Instruction Of Engineer.
192880
-
113
Pre-applied fully bonded 1.2 mm (min.) thick HDPE water proofing membrane consisting of HDPE sheet (HDPE should be virgin HDPE & not recycled. Thickness of bare HDPE layer shall not be less than 0.75mm) coated with pre-applied pressure sensitive adhesive layer and a trafficable, non tacky, smooth finish, weather & dirt resistant, non absorbent protective coating covered with a clear release liner at bottom of Foundation/raft/pile-cap/tie-beam/plinth beam etc. HDPE membrane shall be placed on the PCC of foundation base/raft/pile cap/plinth beam/tie beam over which concreting shall be done. HDPE membrane shall be projected by 250 mm on all sides of concrete structures from PCC top level. Lap joint between two adjacent HDPE membranes shall be 80 mm minimum.( Supply of all materials are in Contractor's scope).
19718
-
264
Minimum 1.5mm thick self-adhesive rubber/bitumen with cross laminated high density polyethylene waterproof membrane (SBS membrane) shall be applied on sides and top of foundation/raft/pile cap/plinth-beam/tie-beam etc. after application of primer on the concrete surface from the junction of HDPE membrane at bottom and upto 250 mm above FGL or upto HPP/FFL level in Unit/Building area. Lapping of minimum 150 mm shall be provided between HDPE & SBS membrane and a single sided HDPE tape shall be provided over the lapping. Mortar fillet of 50 x 50 mm shall be provided at sharp edges of concrete. SBS membrane shall be fixed by aluminum flashing with the concrete structures at FGL/FFL/HPP and filling the top gap with poly-sulphide sealant conforming to IS 12118 as per drawing at termination of membrane.( Supply of all materials are in Contractor's scope)
31450
-
331
Supply and laying approved brand of biaxial geogrid to be provided around leak detection pipe & fixing with G.I U hooks, etc all complete as per specifications and directions of Engineer-in-Charge.
24
-
450
Supply and construction of sand pad foundation consisting of clean and well graded medium to coarse sand spread in layers not exceeding 200 mm in loose thickness over the area, as indicated in drawing including all material, labour, equipments like vibratory roller, vibrorammer & vibrators etc. transportation, tests, lead and lift etc. as per specifications and directions of Site Engineer/Engineer-in-Charge complete upto the satisfaction of Engineer-in-Charge .
56812
-
675
Supply and spreading of 150mm / 100mm thk ( compacted thickness) cement sand mix (1:33) in slope/grade over sand fill/pad, all complete as per specifications and directions of the site engineer. The sand shall be as per ASTM C33grading
3862
-
1350
Supply and laying of 75mm thick anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with screened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using rollers/rammers all complete as per specifications and directions of site engineer/ Engineer-in-Charge.
35102
-
630
Supply and laying of 50 mm thick premix carpet in shoulders (i.e. over pcc) with broken stone chips and with VG10 grade of bitumen conforming to IS:73 laid in two layers after installation of tank as per spec and directions of site engineer/ Engineer-in-Charge.
16700
-
270
Supply & constructing a crushed stone ring wall below each tank shell , all-round, consisting of crushed stone of size 40 mm down laid in layers (each layer duly compacted to form a hard core ring), filling of voids/pockets with medium to coarse sand, capping with a compacted sand layer all complete as per drawing, specifications and direction of Site Engineer/Engineer-in-Charge.
20384
-
810
Supply and laying approved brand of PVC liner conforming to ASTM / IS:15909 / D-7176 thickness 30 MIL within sand pad including preparation of levelled surface, providing of necessary overlaps & fixing with 20mm thk bitumen impregnated fiber board as per IS:1838 Part 1 etc all complete as per specifications and directions of Engineer-in-Charge.
42915
-
234
Providing and Laying IPS 40 mm thick in cementconcrete1:2:4 mix forflooring and dado including finishingthe top in neat cement slurry andmarking the false squareor as directed by Engineer-in- Charge.
1285
-
720
Supply and Laying of 3" PVC leak detection pipe with leak detection well comprising of threaded cap and blind.( Supply of all materials are in Contractor's scope)
3696
-
135
Supply and Laying of 50 mm pvc pipe at 1500 c/c interval to facilitate drainage during compaction. It needs to be plugged with concrete once work is completed in all respects. ( Supply of all materials are in Contractor Scope)
600
-
221
Supply and Laying of Geo Textile Fabric Terrum T 700 N/ Equivalent as per sattached specifications and directon of E-I-C.
935
-
315
SUBBASE 230 THK. 60MM DOWN STONE GRADE-II WITH CRUSHER DUST IN TWO LAYERS: Supplying and laying of stone aggregate of 60mm and down size for GRANULAR SUB-BASE COURSE (conforming to the Grading II of Table 400-1 and physical
properties of Table 400-2 of MORTH Specification of Road & Bridge works) tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form Granular Sub-base layer in layers not exceeding 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and
binding the surface with binding material of plasticity index up to 6% including cost of supply of screening and binding material, consolidating with power driven road
roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications (MORTH, EIL) and directions
of Engineer-in-Charge
811
-
630
Supplying & applying Grouting with Free-flow Non-shrink Cementitious Grout of approved make. 50MM THK. Non Shrink Grout
213.52
-
1350
Supply and laying of 10mm THK. Cement Morter Layer as per specification and direction of E-I-C.
167712
-
180
Supply and application of 50MM THK. Anti-Corrosive Layer as per specification and direction of E-I-C.
1045
-
450
Supply and Application of Vapor Barrier, polyethylene of 1000 gauge (0.25mm) thick as per specification and direction of E-I-C.
2443
-
540
TWO COATS OF COAL TAR EPOXY PAINTING : Supply and Applying two coats of High Build solvent free moisture compatible Coal Tar epoxy cured with polyamine hardener @ 250 μ DFT each (Two pack polyamine cured epoxy resin blended with coal tar medium, suitable blended) after surface preparing including storage, degreasing, drying providing temporary staging, scaffolding, testing etc. on all external concrete surfaces in substructure as per Specification
130072
-
180
Supply and Laying of 8MM HDPE DIMPLE BOARD HAVING MINIMUM DENSITY OF 85kG/M3 HARDNESS 20 (SHORE-A) as per specification and direction of E-I-C
47942
-
117
Supply &Installation of heavy duty hume pipes of following diameters including cutting and filling of roads 300 mm Dia Hume Pipe as per specification and direction of E-I-C.
3850
-
450
Supply, Fabrication, Painting and erection 6MM THK. CHQ. PLATE as per specification and direction of E-I-C.
23651
-
87
supply and laying of 25MM DEEP x 20MM WIDE CONSTRUCTION JOINT WITH JOINT SEALING COMPOUND as per specifications and direction of E-I-C.
54500
-
410
Supply, Fabrication, Primer Painting with surface preparation, Erection of Structural steel at all level and elevation with deployment of lifting equipments, scaffolding etc all complete as per specification and direction of E-I-C. GRADE IS 2062 Gr-E250BR
220
-
69300
Supply and application of Intermediate and Finish paint on erected structural steel, concrete surface/plastered surface as per specification and direction of Engineer - in- Charge.
30412
-
113
"NOTE:-
THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."
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