Public Works Roads Department Tender
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Costs
EMD
₹ 4,31,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Karimganj District I. Br.no.1/2 On Dullavcherra Vetarbond Pwd Road To Fanaicherra Grant Ii. Br.no.1/1 On Chotokuna Swastipur Road
Description
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Contact
Tender Id
2024_PWRDW_37897_12Bid Award Id
ViewTender No
CE/EAP/ARRBP02TENDERS2024/10Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
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-1000mm) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
128
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
216.51
-
-
Levelling course for Pile cap Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
7.22
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
50.63
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
22.85
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
18.8
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
52.36
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
9.19
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
21.88
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
155.73
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
70
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
8
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
8
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
53.87
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
4.46
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
8.93
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
59.6
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
4.83
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
9.49
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
353.23
-
-
Providing and fixing drainage spouts as per MORT & H specifications. Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
9
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
1
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm Filter Media Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
21.79
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
300 mm thick stone pitching Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
43.57
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
4.23
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
0.1
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
1021.54
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
484.71
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
114.53
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
54.34
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
54.34
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
622.5
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
613.92
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
2
-
-
iii) 800mm x 600mm rectangular Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
4
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
27.44
-
-
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. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
6
-
-
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
12
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
6
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
12
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
6
-
-
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
6
-
-
Cost of Training related to Capacity Building Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
2
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting, Tree Cutting & Plantation and Operational health and safety of Rs. 246790.00 (not to be changed by the Bidders in BOQ)
Br. No. 1/2 Dullavcherra Vetarbond PWD Road to Fanaicherra Grant
1
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test Br. No.1/1 Chotokuna Swastipur Road
610.5
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) Br. No.1/1 Chotokuna Swastipur Road
16
-
-
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.1/1 Chotokuna Swastipur Road
4
-
-
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.1/1 Chotokuna Swastipur Road
160
-
-
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.1/1 Chotokuna Swastipur Road
193.28
-
-
Levelling course for Pile cap
Br. No.1/1 Chotokuna Swastipur Road
7.41
-
-
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.1/1 Chotokuna Swastipur Road
58.32
-
-
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.1/1 Chotokuna Swastipur Road
22.85
-
-
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.1/1 Chotokuna Swastipur Road
16.84
-
-
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.1/1 Chotokuna Swastipur Road
43.42
-
-
Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump Br. No.1/1 Chotokuna Swastipur Road
45.21
-
-
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.1/1 Chotokuna Swastipur Road
17.34
-
-
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.1/1 Chotokuna Swastipur Road
25.27
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Br. No.1/1 Chotokuna Swastipur Road
85.14
-
-
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.1/1 Chotokuna Swastipur Road
40
-
-
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.1/1 Chotokuna Swastipur Road
8
-
-
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.1/1 Chotokuna Swastipur Road
8
-
-
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.1/1 Chotokuna Swastipur Road
53.87
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No.1/1 Chotokuna Swastipur Road
4.46
-
-
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.1/1 Chotokuna Swastipur Road
8.93
-
-
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.1/1 Chotokuna Swastipur Road
64.11
-
-
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.1/1 Chotokuna Swastipur Road
4.81
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Br. No.1/1 Chotokuna Swastipur Road
9.49
-
-
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.1/1 Chotokuna Swastipur Road
357.35
-
-
Providing and fixing drainage spouts as per MORT & H specifications. Br. No.1/1 Chotokuna Swastipur Road
10
-
-
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.1/1 Chotokuna Swastipur Road
1
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Br. No.1/1 Chotokuna Swastipur Road
26.62
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Br. No.1/1 Chotokuna Swastipur Road
53.25
-
-
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.1/1 Chotokuna Swastipur Road
22.01
-
-
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.1/1 Chotokuna Swastipur Road
0.07
-
-
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.1/1 Chotokuna Swastipur Road
834.56
-
-
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.1/1 Chotokuna Swastipur Road
457.07
-
-
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.1/1 Chotokuna Swastipur Road
328.11
-
-
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.1/1 Chotokuna Swastipur Road
90.23
-
-
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.1/1 Chotokuna Swastipur Road
43.09
-
-
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.1/1 Chotokuna Swastipur Road
43.09
-
-
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.1/1 Chotokuna Swastipur Road
622.5
-
-
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.1/1 Chotokuna Swastipur Road
1547.47
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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.1/1 Chotokuna Swastipur Road
4
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iii) 800mm x 600mm rectangular Br. No.1/1 Chotokuna Swastipur Road
4
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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.1/1 Chotokuna Swastipur Road
40
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Br. No.1/1 Chotokuna Swastipur Road
19.44
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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.1/1 Chotokuna Swastipur Road
6
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Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No.1/1 Chotokuna Swastipur Road
12
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No.1/1 Chotokuna Swastipur Road
6
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No.1/1 Chotokuna Swastipur Road
12
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) Br. No.1/1 Chotokuna Swastipur Road
6
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Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No.1/1 Chotokuna Swastipur Road
12
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No.1/1 Chotokuna Swastipur Road
6
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No.1/1 Chotokuna Swastipur Road
12
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Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No.1/1 Chotokuna Swastipur Road
6
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Cost of Training related to Capacity Building Br. No.1/1 Chotokuna Swastipur Road
2
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A Provisional sum (Fixed Amount) for the items of Tree Cutting & Plantation and Operational health and safety of Rs. 150735.00 (not to be changed by the Bidders in BOQ) Br. No.1/1 Chotokuna Swastipur Road
1
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