Public Works Roads Department Tender
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Costs
EMD
₹ 14,60,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Morigaon District I. Br 1/1 On Sildubi Gagalmari Pt Ii Road Ii. Br 2/1 On Nh37 At Deusal To Dighali Beel
Description
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Contact
Tender Id
2023_PWRDW_32775_2Bid Award Id
ViewTender No
CE/EAP/ARRBP/111TENDERS2023/33Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
958.4
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
709.5
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
32.73
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
28
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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 (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
10
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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 (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
4
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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)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
464
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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)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
180
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Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
0.36
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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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
991.63
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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
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
227.14
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Levelling course for Pile cap (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
25.28
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Levelling course for Pile cap
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
16.88
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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) (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
432.22
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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) (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
159.74
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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 for Pile & pile cap
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
130.3
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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 for Pile & pile cap
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
59.92
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Plain/Reinforced cement concrete,(Return wall above pile cap, abutment shafts & Pier, Piercap & Abutment cap) 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 (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
194.59
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Plain/Reinforced cement concrete, (Return wall/Retaining Wall Foundation & Stem,Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser G. RCC Grade M30 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
61.64
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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 (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
105.77
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor ) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
9.65
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
2.66
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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 in substructure
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
40.5
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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 in substructure
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
8.81
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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. (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
56.96
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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. (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
98.6
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
338.01
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
267.69
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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) (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
40
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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) (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
112
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Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
8
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Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
4
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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 (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
8
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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 (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
4
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Providing and placing in position M40 grade controlled cement concrete for PSC work in precast / cast in situ girders including form work, shuttering, mixing, placing, compaction, curing etc. complete in all respects.
D. PSC Grade M40
Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
264.63
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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
46.64
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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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
206.46
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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
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
44.23
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-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
7.98
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
7.98
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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)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
15.96
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-
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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)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
15.96
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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.
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
198.31
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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.
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
62.85
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
15.09
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in superstructure (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
40.9
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in superstructure (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
17.29
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
54.88
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
15.5
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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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
4314.88
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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
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
1999.44
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
2340
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
540
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Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
34
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Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
17
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Providing and fixing drainage spouts as per MORT & H specifications.
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
36
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Providing and fixing drainage spouts as per MORT & H specifications.
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
8
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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 (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
1
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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 (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
1
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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
For Toe wall
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
63.66
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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
For Toe wall
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
74.42
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
17.68
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
20.67
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm thk Granular material
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
20.84
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm thk Granular material
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
28.06
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm thick dry boulder pitching
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
41.68
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm thick dry boulder pitching
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
56.11
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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.
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
0.36
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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.
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
0.31
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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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
16057.49
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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
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
9701.65
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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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
160.36
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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. (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
2167.96
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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. (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
1883.34
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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.
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
320.36
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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.
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
285
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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 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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
149.63
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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 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
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
133.26
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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 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
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
149.63
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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 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
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
133.26
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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. (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
1845.5
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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. (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
1627.24
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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. (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
5917.77
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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. (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
3004.21
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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 600mm equilateral triangle (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
1
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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 600mm equilateral triangle (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
2
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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 600mm circular (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
2
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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 600mm circular (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
2
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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 800mm x 600mm rectangular (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
2
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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 800mm x 600mm rectangular (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
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.) (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
80
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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.) (ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
80
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
95.2
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
83.56
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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. (i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
6
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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.
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
6
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Implementation of Environmental and Social Management Plan Air quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
12
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Implementation of Environmental and Social Management Plan Air quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
12
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Implementation of Environmental and Social Management Plan Air quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
6
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Implementation of Environmental and Social Management Plan Air quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
6
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Implementation of Environmental and Social Management Plan Water quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
12
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Implementation of Environmental and Social Management Plan Water quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
12
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Implementation of Environmental and Social Management Plan Water quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
6
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Implementation of Environmental and Social Management Plan Water quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
6
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Implementation of Environmental and Social Management Plan Noise quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
12
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Implementation of Environmental and Social Management Plan Noise quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
12
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Implementation of Environmental and Social Management Plan Noise quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
6
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Implementation of Environmental and Social Management Plan Noise quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
6
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Implementation of Environmental and Social Management Plan Soil quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
12
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Implementation of Environmental and Social Management Plan Soil quality Monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
12
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Implementation of Environmental and Social Management Plan Soil quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
6
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Implementation of Environmental and Social Management Plan Soil quality Monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
6
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A Provisional sum (Fixed Amount) for the items of tree felling/plantation of Rs. 2,63,750.00 (not to be changed by the Bidders in BOQ)
(i) Br. No. 1/1 on Sildubi Gagalmari Part II Road
1
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A Provisional sum (Fixed Amount) for the items of tree felling/plantation of Rs. 1,12,706.00 (not to be changed by the Bidders in BOQ)
(ii) Br. No. 2/1 on NH-37 at Deusal to Dighali Beel
1
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