Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Jul 2024
Closing Date7 Aug 2024
Tender Amount₹ 2,03,18,000
Costs
EMD
₹ 4,06,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Hailakandi District I. Br. No. 2/1 On Abdullapur Vernerpur Road Ii. Br. No. 2/1 On Nh-6 At Sorarpar To Rongpur Pt-vi
Description
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Contact
Tender Id
2024_PWRDW_37897_23Bid Award Id
ViewTender No
CE/EAP/ARRBP02TENDERS2024/10Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
Br. No. 2/1 on Abdullapur Vernerpur Road
168
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
Br. No. 2/1 on Abdullapur Vernerpur Road
256.61
-
-
... More
Levelling course for Pile cap
Br. No. 2/1 on Abdullapur Vernerpur Road
7.54
-
-
... More
Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) Br. No. 2/1 on Abdullapur Vernerpur Road
60.75
-
-
... More
Cement concrete for reinforced concrete in Tie Beams complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) Br. No. 2/1 on Abdullapur Vernerpur Road
22.94
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202
Br. No. 2/1 on Abdullapur Vernerpur Road
25.63
-
-
... More
Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, Riding Return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 2/1 on Abdullapur Vernerpur Road
40.21
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Box Culvert Structure(External wall, Internal wall, Corbel & Haunches,) Br. No. 2/1 on Abdullapur Vernerpur Road
10.03
-
-
... More
Providing and 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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. Br. No. 2/1 on Abdullapur Vernerpur Road
16.42
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Br. No. 2/1 on Abdullapur Vernerpur Road
97.19
-
-
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm 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 (1000 mm c/c) Br. No. 2/1 on Abdullapur Vernerpur Road
56
-
-
... More
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. Br. No. 2/1 on Abdullapur Vernerpur Road
8
-
-
... More
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department Br. No. 2/1 on Abdullapur Vernerpur Road
8
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 2/1 on Abdullapur Vernerpur Road
54.1
-
-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No. 2/1 on Abdullapur Vernerpur Road
4.46
-
-
... More
Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) Br. No. 2/1 on Abdullapur Vernerpur Road
8.93
-
-
... More
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. Br. No. 2/1 on Abdullapur Vernerpur Road
59.8
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Br. No. 2/1 on Abdullapur Vernerpur Road
4.84
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Br. No. 2/1 on Abdullapur Vernerpur Road
9.52
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface Br. No. 2/1 on Abdullapur Vernerpur Road
333.16
-
-
... More
Providing and fixing drainage spouts as per MORT & H specifications. Br. No. 2/1 on Abdullapur Vernerpur Road
9
-
-
... More
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt Br. No. 2/1 on Abdullapur Vernerpur Road
1
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Br. No. 2/1 on Abdullapur Vernerpur Road
0.13
-
-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Br. No. 2/1 on Abdullapur Vernerpur Road
865.26
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Br. No. 2/1 on Abdullapur Vernerpur Road
640.92
-
-
... More
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Br. No. 2/1 on Abdullapur Vernerpur Road
138.77
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means Br. No. 2/1 on Abdullapur Vernerpur Road
65.56
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means Br. No. 2/1 on Abdullapur Vernerpur Road
65.56
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Br. No. 2/1 on Abdullapur Vernerpur Road
622.5
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. Br. No. 2/1 on Abdullapur Vernerpur Road
616.36
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i) 600mm equilateral triangle Br. No. 2/1 on Abdullapur Vernerpur Road
2
-
-
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iii) 800mm x 600mm rectangular Br. No. 2/1 on Abdullapur Vernerpur Road
2
-
-
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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) Br. No. 2/1 on Abdullapur Vernerpur Road
40
-
-
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Br. No. 2/1 on Abdullapur Vernerpur Road
35.42
-
-
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Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. Br. No. 2/1 on Abdullapur Vernerpur Road
6
-
-
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Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
12
-
-
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
6
-
-
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
12
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-
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
6
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-
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Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
12
-
-
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
6
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-
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
12
-
-
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Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 2/1 on Abdullapur Vernerpur Road
6
-
-
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Cost of Training related to Capacity Building Br. No. 2/1 on Abdullapur Vernerpur Road
2
-
-
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A Provisional sum (Fixed Amount) for the items of Utility Shifting and Operational health and safety of Rs. 94576.00 (not to be changed by the Bidders in BOQ) Br. No. 2/1 on Abdullapur Vernerpur Road
1
-
-
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
731.5
-
-
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
1.85
-
-
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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
3
-
-
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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
138
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
120.71
-
-
... More
Levelling course for Pile cap
Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
5.48
-
-
... More
Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
44.55
-
-
... More
Cement concrete for reinforced concrete in Tie Beams complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
16.51
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202
Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
19.51
-
-
... More
Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, Riding Return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
23.08
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Box Culvert Structure(External wall, Internal wall, Corbel & Haunches,) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
5.44
-
-
... More
Providing and 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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
8.54
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
63.24
-
-
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm 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 (1000 mm c/c) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
32
-
-
... More
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
-
-
... More
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
38.86
-
-
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
4.46
-
-
... More
Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
8.93
-
-
... More
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
46.66
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
3.34
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
7.46
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
234.9
-
-
... More
Providing and fixing drainage spouts as per MORT & H specifications. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
7
-
-
... More
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
1
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
20.31
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
40.61
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
22.01
-
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
0.12
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
450.72
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
564.65
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
587.87
-
-
... More
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
130.54
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
61.75
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
61.75
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
622.5
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
1190.76
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i) 600mm equilateral triangle Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
2
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iii) 800mm x 600mm rectangular Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
2
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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
40
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
32.71
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Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
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Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
12
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
12
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
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Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
12
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
12
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Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
6
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Cost of Training related to Capacity Building Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
2
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A Provisional sum (Fixed Amount) for the items of Tree Cutting & Plantation and Operational health and safety of Rs. 8166.00 (not to be changed by the Bidders in BOQ) Br. No. 2/1 on NH-6 at Sorarpar to Rongpur Pt-VI
1
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