Public Works Roads Department Tender
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Costs
EMD
₹ 15,09,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_12210_1Bid Award Id
ViewTender No
Lakhimpur/SOPD(G)/18-19/03Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
26495.33
-
238
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl.401 For Grading-II Materials
4132.4
-
2528.85
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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, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density (with an initial lead of 5.0KM) By Manual Means For Grading-II Materials Using Screening Type -B (11.2 mm Agg.)
600.39
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3719.95
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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, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density (with an initial lead of 5.0KM) By Manual Means For Grading-III Materials Using Screening Type -B (11.2 mm Agg.)
2551.01
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3865.9
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Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
34013.55
-
805.5
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Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
548.42
-
9514.2
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Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. ii) 60 cm equilateral tringle
16
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4052
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Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. iii) 60 cm Circular
10
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5397
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Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. iv) 80cm X 60cm rectangular
10
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7483
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing ,construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m ,dressing of sides and bottom and backfilling in trenches with excavated suitable material
364.67
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120
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Providing concrete for plain /reinforced concrete in open foundations complete as per drawingsand technical specifications Clause 802,803,1202 &1203 PCC M15
100.55
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6128
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Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 ,803 ,1202 & 1203 PCC M20
171.53
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6893
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Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804 ,805 ,806,807,1202 and 1204 RCC M20
141.52
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7507
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Supplying,fitting and placing HYSD bar reinforcement ( Fe 415 ) in substructrue complete as per drawings and technical specification Clauses 1002 ,1005,1010 & 1202
10.02
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72981
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
15.75
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13172
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206 .3
9.09
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14559
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Drainage spouts complete as per drawing and technical specifications Clause 1209
2
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866
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Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204 .3.8 Sandy Material
90
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1420
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
362
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Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutment wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) :20 ( H ) towards drawing face complete as per drawing and technical specification Clauses 614 ,709 ,1204 .3.7
56
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199
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wall ,return wall to the full height ,compacted to firm condition complete as per drawing and technical specification Clause 1204 .3.8
27
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1896
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300 .1,no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
153.9
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1919
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