Bhiwadi Integrated Development Authority Tender
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Costs
EMD
₹ 4,41,160Document Cost
₹ 1,180Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_BIDA_269471_1Bid Award Id
ViewTender No
NIT-2 WORK-14Tender Authority
Bhiwadi Integrated Development Authority ViewPurchaser Address
-Website
http://https://www.bhilwaradairy.com/
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Documents
BOQ Items
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-I with CBR value not less than 30. to attain 100% proctor density
1142.6
-
602
Providing laying spreading and compacting stone aggregate of specfic as per tabe 400-10 and 400-11 to Wet Mix Macadm specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in unifrom layer with motor grade/F.E. Loader/paver finisher, in sub base/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. [MOTRH specification clause 406] by mechanical meand with lead up to 1 Km
2377.58
-
1114
Providing and fixing of Precast concrete interlocking blocks of manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS : 6717-2001. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks.1. Shape : As specified by Engineer-in-charge.2. Tensile splitting strength and breaking load as per BS : 6717-2001 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm. 5. Variation in thickness : Less than 3.2mm. b) 80mm thick
4817.2
-
531
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
43.2
-
4484
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion(SS-1) as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
7000
-
23
Providing and applying tack coat on the prepared surface ,with bitumen emulsion (RS-1) as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface )
47044
-
8
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] including antistripping agent .Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
1176.1
-
5671
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -509,112) including Antistripping Agent.Grade-I Bitumen @ minimum 5.5 % of mix with lead up to 1 KM. VG-30 grade
940.88
-
6715
Providing laying and consolidation of crushed stone aggregates on prepared surface as per Built Up Spary Grout specification, 75 mm thick as base course compacted in 2 layers composite construction of crushed stone aggregates with application of bitumen binder VG-30 grade with spray set at the rate of 15 Kg per 10 Sqm after each layer and laying key aggregate on the top of second layer and rolling with power roller, 8-10 tonne, but excluding cost of primer/tack coat.[MoRTH Specification : Clause 506,112]
1452.2
-
203
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