Pune Metropolitan Region Development Authority Tender
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Pune Metropolitan Region Development Authority Tender
Eprocure
Opening Date2 Aug 2018
Closing Date27 Aug 2018
Tender Amount₹ 10,37,79,340
Costs
EMD
₹ 5,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PMRDA_338425_1Bid Award Id
ViewTender No
PMRDA/Tender/15/2018-19Tender Authority
Pune Metropolitan Region Development Authority ViewPurchaser Address
-Website
http://http://www.pmrda.gov.in/
GEM & Bid Advisory Services
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Documents
Submit Documents as mentioned in Tender form of Bid Section 6 and Addl. performance security if any
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. By Mechanical Means Grading I a) (Using Screening Crushable type such as Moorum or Gravel) etc. complete
157.2
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means Grading II b) (Using Screening TypeB(11.2mmAggregate) SpecNo.:MORTH-404 etc. complete
75
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Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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. Laying By Grader/Paver. etc. complete
3876.25
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Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with vibratoryroller. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including picking of existing WBM surface.(By using hand broken metal to be obtained from road cutting and excavation in hard rock strata. etc. complete
13104
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BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50/75 mm compacted thickness with 3.4 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. etc. complete
820.28
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Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller etc. complete
15505
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Primer coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. etc. complete
15505
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Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributer at the rate of 0.20 kg per Sq.M. on the prepared bituminous cleaned with mechanical broom etc. complete
31910.84
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Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts lead and spreading for embankment or stacking as directed. etc. complete
10992
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Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes andconveying the excavated materials with all lifts lead and spreading for embankment or stacking as directed. etc. complete
4197
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Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
1157.63
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Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed
1000
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Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)
2102.86
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Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m)
2773.88
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Labour Charges for providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
8.63
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Providing and laying Cast in situ/Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand. etc. complete
570.72
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Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand etc. complete
946.66
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Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work/retaining walls ,ducts etc. including necessary form work, compaction, finishing and curing etc.complete. (with reversible drum type mixer/ concrete batch mixplant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, etc. complete
818.55
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Providing and fixing in position Thermo Mechanically Treated - FE 500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches ,retaining walls,ducts,and all other RCC and Bridge items excetra as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
131.19
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Labour charges for laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall ,retaining walls,ducts to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
25.88
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
355
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Providing selected hard murum filling including laying in layers of 15 to 20 cm with watering and compacting etc. complete
8.97
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Providing , lowering and fixing Sewer Prercast R.C.C.M35 Grade circular manhole chember base section 1000 mm diameter having raft at bottom must have socket opening at both places i.e.at inlet and outlet pipes for connecting the incoming and outgoing sewer and having position for diversion of flow if required with accentric cone 1.00 m diametre at bottom and 0.60 m diametre at top,adjustable riser of effective height with all required joining having C.I. PVC Coated steps each weighing 0.70 kg each staggered in 2 vertical runs,which is@300 mm apart horizontally as well as vertically and projecting minimum 100 mm beyond finished surface of manhole wall.Including fixing and grouting of pipes and construction of channels and benching in cement concrete 1:1.5:3 finishing and also providing and fixing approved quality SFRC (Steel Fibre reinforced concrete) cover and frame of 560 mm diametre(20 tonnes capacity),including loadind unloading,transportation and stackingincluding all taxces(excluding GST) etc. complete.As directed by enginer incharge.Height upto 1.35 metre .etc complete
5
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Providing , lowering and fixing Sewer Prercast R.C.C.M35 Grade circular manhole chember base section 1000 mm diameter having raft at bottom must have socket opening at both places i.e.at inlet and outlet pipes for connecting the incoming and outgoing sewer and having position for diversion of flow if required with accentric cone 1.00 m diametre at bottom and 0.60 m diametre at top,adjustable riser of effective height with all required joining having C.I. PVC Coated steps each weighing 0.70 kg each staggered in 2 vertical runs,which is@300 mm apart horizontally as well as vertically and projecting minimum 100 mm beyond finished surface of manhole wall.Including fixing and grouting of pipes and construction of channels and benching in cement concrete 1:1.5:3 finishing and also providing and fixing approved quality SFRC (Steel Fibre reinforced concrete) cover and frame of 560 mm diametre(20 tonnes capacity),including loadind unloading,transportation and stackingincluding all taxces(excluding GST) etc. complete.As directed by enginer incharge.Height upto 1.50 metre etc complete
5
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
1400
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Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
1400
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 800 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
1430
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Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg.,1:2:4 coping and providing and fixing approved make and quality S.F.R.C. (Steel Fibre Reinforced Concrete) frame and cover of 56 cm dia.etc. complete as directed by Engineerin-charge. etc complete
45
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Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete
6752.5
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Construction of 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, , 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 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer,transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineerin-charge , compacting with vibratory roller, finishing,curing and including preparation of sub-grade surface if required etc complete
100
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Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS:383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013,mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site,spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. etc complete
150
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Providing and fixing Mandatory/ Regulatory sign boards in IRC circular shape of 600 mm. diametre made out of 3 mm. Aluminum Composite Material (ACM) sheet bonded with white retro reflective sheeting of Class C (Type XI micro-prismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012, Table No 8.3, supported on one number of M.S. angle iron post of size 65 mm. x 65 mm. x 6 mm., 3.45 m. long, etc. complete.
4
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Providing and fixing of retro-reflectorised informatory sign board Rectangular/ Square in shape having area greater than 0.9 square metre made out of 4 millimetre Aluminum Composite Material (ACM) bonded with white retro reflective sheeting bonded with white retro reflective sheeting of Class C (Type XI micro-prismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012, table number 8.3, supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre duly painted on back side with two coats of grey stove enamel paint and supported on one number of Mild Steel angle iron post of size 75 millimetre x 75 millimetre x 6 millimetre, 3.5 metre long, firmly fixed to the ground by means of properly designed foundation with Mix-25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C (Type XI micro-prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/ convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/ supplier. etc complete
8.64
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Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols,letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. etc complete
8
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Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 : 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant etc complete
4430
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Providing and fixing M-15 R.C.C. guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in C.C. 1:4:8 and white washing etc. complete.
248
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Fixing in position Cautionary/ Mandatory sign boards in ground with C C 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete as directed including all leads. 8 and white washing etc. complete
15
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Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
12
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Painting Line, Dashes, Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S.: 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Upto 10cm wide) (MORTH-803) -- New Surface etc complete
585
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Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm.or stacking. For a lead of over 3 Kilometer. inclusive from the site of excavation to the site of deposition as directed. etc. complete
2065.34
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Providing and fixing Heavey Duty Perforated P.V.C.pipes of 150 mm outer diameter confirmingto I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement etc. complete.
115
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Providing and fixing C.I.Grating 100mm diametre.for Pipe gutter as directed by engineer incharge etc. complete.
50
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Planting large flowering/Shady Trees .Minimun height to 1 metre Digging pit with size 0.9 metre x 0.9 metre x 0.9 metre romoving and coneveying unwanted stuff to a required distance as directed . Filling the pit with approved excuatated material upto a height of 0.30 metre and remaining height of 0.60 metre with fresh garden soil in 3 :1 proportion . Mixing soil & manure thoroughly well leveling watering on previous night . planting one to two year old minimun 1.0 mt height ,healthy tree saping as per specifications. maintaing till well established by watering weeding stiring , soil staking , replacing of casualties etc. complete.
50
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Planting large flowering/Shady Trees Minimun height to 2 metre. Digging pit with size 0.9 metre x 0.9 metre x 0.9 metre romoving and coneveying unwanted stuff to a required distance as directed . Filling the pit with approved excuatated material upto a height of 0.30 m and remaining height of 0.60 metre with fresh garden soil in 3 :1 proportion . Mixing soil & manure thoroughly well leveling watering on previous night . planting one to two year old minimun 2.0 metre height ,healthy tree saping as per specifications. maintaing till well established by watering weeding stiring , soil staking , replacing of casualties etc. complete.
100
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Planting small and midium size ornamental / Flowering plant :- large flowering/Shady Trees Minimun height to 2 metre Digging pit with size 0.6 m x 0.6 m x 0.6 m romoving and coneveying unwanted stuff to a required distance as directed . Filling the pit with Fresh garden soil and farm Y and manure upto a height of 0.60 m with fresh garden soil in 3 :1 proportion . Mixing soil & manure thoroughly well leveling watering on previous night . planting one to two year old minimun 2 metre height ,healthy tree saping as per specifications. maintaing till well established by watering weeding stiring , soil staking , replacing of casualties etc. complete.
50
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Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including picking of existing WBM surface. etc. complete.(By using hand broken metal to be brought by the contractor)
3101
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Marking out Centre line of bridges and other bridge componants as abutments, pier, returns including constructing pillars , marking center line complete.
2
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Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 metre Spec : As directed by Engineer in charge etc. complete
25
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Providing tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc . complete.
6
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Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff or stacking as directed in earth, soils of all types, sand, gravel, soft murum etc. Complete. By Mechanical Means .Spec : BR.3 Page No. 102.
327.92
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Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff or stacking as directed etc. complete.
214.12
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Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff or stacking as directed etc.Complete.By Mechanical Means.Spec.No.:BR.3PageNo.102
280.18
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Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting asnecessary and disposing off or stacking excavated stuff as directed etc.complete. (excluding dewatering)
278.44
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Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) etc.complete
1080
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Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting with mechanical vobrator and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) etc.complete
141.57
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Providing and laying plain in situ / ready mix M-25 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer etc.complete
249.86
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Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approved design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge. (With Concrete Mixer)With Natural / VSI standard Artificial Sand etc.complete
1106.03
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Providing and fixing 25mm dia. Steel anchor dowel in hard rock including drilling hole of 32 mm dia. up to 0.75 mtrs depth,. placing the dowel in position and effectively grouting the hole with C.M. 1:1 proportion etc. complete. Spec. No.: As directed by Engineer in charge. etc.complete
144
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Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granit e / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand etc.complete
27.11
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Providing and laying in situ M-30 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With natural sand. etc.complete
12.33
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Providing and laying in situ / ready mix M30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and Natural / VSI standard Artificial Sand) etc.complete
328.95
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Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete
36.5
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Providing tar paper bearing including laying in proper position etc. complete
34.9
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Back filling behind abutment, wing wall and return wall complete as per drawing & Technical Specifications. -- Spec : MORT & H 2200 &-710.1.4 of iRC
960
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Providing RCC railing of cast in situ / ready mix RCC posts with M20 CC of trap/granite/quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction,finishing and curing with watering chemical compound etc.complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc.complete
42
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Providing trap/granite/quartzite rubble filling behind butment,wings,returns. Spec. No.: BR.46 Page No. 140
57.6
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Providing 0.9 meter thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge Spec. No.: As directed by Engineer in charge
384
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing foce. Complete as per drawing and Technical specifications. Spec. No.: MORT & H -2700 & 2200 etc complete.
1001.4
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Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete
2
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Providing 100 millimetre diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc.complete Spec:BR.55 PageNo.150
24
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Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 30 to 40 mm compacted thickness with VG-30 Bitumen, excluding prime/tack coat using 80 Tonne Per Hour Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler. etc.complete
22.51
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Providing and fixing Heavey Duty Perforated P.V.C.pipes of 100 mm outer diameter confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement etc. complete.
41.8
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Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc;complete. Class C ( Type XI Micro prismatic grade sheeting)shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. etc.complete
4
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Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor,Work completion and liability period etc', having rectangular shape of 1.20m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x75 cm Including,excavation,refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
2
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Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. etc.complete
206
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Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. etc.complete
58.68
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Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete.
37.5
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Conveying dismentalled material over lead of 1 kilometre including loading unloading stacking as directed by engineer in charge.
58.68
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Labour charges for laying cement concrete pipe of IS 458:2003 NP-3class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
37.5
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Labour charges for providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete
156
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Note :
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Item for which no rate or price has been entered in will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer: ITB clause 13,2 and GCC clause 43.3)
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Unit rates and prices shall be quoted by the bidder in Indian Rupee [ITB Clause 14.1].
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Where there is a discrepancy between the rates in figures and in words, the rate in words will govern. [ITB Clause 27.1 (a)].
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Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1(b)].
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BOQ is in two parts i. e. Part-1 Work Portion and Part-II Material Testing and Royalty Charges. Bidder should quote his rates and amount only in Part-I Work Portion only.
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Rates for Testing Charges as mentioned in Part-II are fixed and not to be changed.
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The offer of the work will be compared on both i. e. Part-I and Part-II (BOQ, Testing Charges and Royalty).
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BILL OF QUANTITIES - PART-II (Material Testing and Royalty Charges) The Details As per B - 2 Tender
(Fixed Rates- not to be changed by the bidder)
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