Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Eprocure
Opening Date11 Oct 2021
Closing Date27 Oct 2021
Tender Amount₹ 93,74,000
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RRCAT_651769_1Bid Award Id
ViewTender No
RRCAT/CSD/Rev/ 3041/W-4115/2021-22/13 30.09.2021Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials in layers not exceeding 25cm. consolidating etc. and disposing the surplus earth within a distance of 50m.complete .
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0.00 metre to 1.50 metre below average G.L
100
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
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For soil
900
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Note: The rate is applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per MORTH specifications and as directed by Engineer-in-Charge. Note: The testing of stone aggregates, sieve analysis of mix etc. shall be carried out as per 'MORTH' specifications. The entire cost of material testing shall be borne by the contractor.
500
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Providing & applying tack coat using bitumen emulsion (Rapid Setting) complying with IS:8887-1995 spraying the bitumen emulsion with mechanically operated spray unit,cleaning and preparing the existing road surface as per specifications and as directed by the Engineer-in-charge..
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On W.B.M. surface @ 0.40Kg/Sqm
2400
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On Bituminous surface @ 0.25Kg/Sqm
20000
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Providing & laying premix bituminous macadam base course with stone aggregate of quality size and grading as specified in specification and straight run bitumen of grade 60/70 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required level and grade rolling with road roller of 8 to 10 ton capacity to achieve the required compaction etc. complete as per specifications and including spreading the stone dust/lime on the finished surfaces as directed by Engineer-in-charge. Note: The testing of stone aggregates and bitumen shall be carried out as per 'MORTH'/IS specifications. The entire cost of material testing shall be borne by the contractor.
260
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Providing & laying premix bituminous macadam (dense bituminous concrete) road surfacing course using mineral aggregate satisfying the gradation set out in the specifications with 6% binder content 60/70 or equivalent (by weight of total mix) with the aid of hot mix plant and paver finisher including rolling with road roller of 8 to 10 ton capacity to achieve the required compaction etc. complete as per specifications and including spreading the stone dust/lime on the finished surfaces as directed by Engineer-in-charge. Note: The testing of stone aggregates, bitumen and mix design with job mix formula etc. shall be carried out as per 'MORTH'/ IS specifications. The entire cost of material testing shall be borne by the contractor.
750
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Providing & laying 10mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180micron sieve) with bitumen using 213 kg of bitumen of grade 60/70 bitumen per cum of fine aggregate and 1.00 cum of fine aggregate per 100sqm of road surface including rolling with road roller of 8 to 10 t capacity to achieve the required compaction etc. complete as per specifications and as directed by Engineer-in-charge. Note: The testing of stone aggregates, bitumen etc. shall be carried out as per 'MORTH'/ IS specifications. The entire cost of material testing shall be borne by the contractor.
10000
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Providing & applying 2 mm thick Thermo Plastic Road Marking Compound manufactured by M/s G & G Traders,Indore or M/s Nutamlal & Sons,Indore,or M/s Abhay Engineers,Indore or M/s Sunny paints & tar Products,Indore in white/yellow colour or any other approved shade for road marking on bituminous or concrete road surfaces using automoblie road marker painting application machine used for road marking work,managing the traffic control during the work,installing caution boards etc complete as per drawing, 'MORTH' specifications and as directed by Engineer-in-charge.
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Note: 1. The measurment shall be recorded for actual superficially exposed area. 2. The rate shall be inclusive of all taxes, transport, serevice tax, patent charges, excise duty, VAT,all cess,surcharges,wastages,caution boards,labour cost etc.
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ON NEW SURFACES
600
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Providing, fixing, lowering & laying RCC SPUN pipes (Class NP2 )of IS : 458 with necessary collars, jointing with hemp yarn and cement mortar 1:1 including embedding in walls, beams, floors etc. caulking the joints, finishing, aligning to proper level etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.
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150 mm
180
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300 mm
180
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Dressing of berms & other areas within RRCAT campus by cutting and filling to an average depth of 150 mm,with extra murrum required brought from in side RRCAT campus and rolling with power roller, removing all roots,stones,surplus earth etc. to give neat appereance. complete as per drawing, specifications and as directed by Engineer-in-charge.
9500
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