Public Works Roads Department Tender
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Costs
EMD
₹ 1,34,000Document Cost
₹ 2,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_16085_5Bid Award Id
ViewTender No
NLRC/T/2019-20/4089Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of specific sizes to water Bound macadam specification including spreeding in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages 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 to the required density Grading 2 as per Technical Specification Clause 405. Grading-II
69.75
-
3877.15
Providing, laying, spreading and compacting stone aggregates of specific sizes to water Bound macadam specification including spreeding in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages 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 to the required density Grading 3 as per Technical Specification Clause 405. Grading-III
155.25
-
3896.53
(ii) Medium Porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.90-1.2 Kg/Sq.m. using mechanical means as per Technical Specification Clause 502.
5250
-
38.65
Tack Coat : Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.25 Kg to 0.30 Kg per Sqm. on the prepared granular surface tresated with primer & cleaned Hydraulic 1 broom as per Technical Specification Clause 503.
5250
-
11.53
Semi-Dense-Bituminous concrete (providing and lying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hours using crush aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filter transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rilling with smooth wheeled , vibratory and tanden roller to achieve the desired compaction as per MORTH Cl. No. 508 complete in all respect. (A) With hydreted lime/cement as filler (refer table 500-9 of MoRTH & H Specification ) (I) With 60/70 or VG-30 Grade bitumen For gtrading-II (10 mm nominal size)
131.25
-
10819.66
Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrte 450 mm X250mmX600mm, 600 mm below ground level as per drawings and Technical Specification clause 801. 800mmx600 mm rectangular
2
-
5809.7
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS 4826 in 100 mm x 100 mm mesh (Woven diagonally) including 10 percent extra for laps and joint laid with stone boulders weighing not less than 25 Kg each as per drawing and Technical Specification clause 1301.
510
-
2994.61
Providing and laying of stone pitching on slopes laid over prepared filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and technical specification clause Stone/Boulder
270
-
2058.18
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302
135
-
2531.77
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