Public Works Roads Department Tender
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Costs
EMD
₹ 8,61,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Sivasagar District I) Br. No. 2/1 On Mohan Hazarika Ali Road Ii) Br. No. 3/1 On Bhulaguri To Borchapori Road
Description
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Contact
Tender Id
2023_PWRDW_32120_5Bid Award Id
ViewTender No
CE/EAP/ARRBP/111TENDERS/2023/5Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
Dismantling of Structures, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means (B) RCC i) Br. No. 2/1 on Mohan Hazarika Ali Road
30
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Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking
them at suitable places as directed.
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
24
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
27
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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile Dia = 1000 i) Br. No. 2/1 on Mohan Hazarika Ali Road
216
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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile Dia = 1200mm ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
240
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t) i) Br. No. 2/1 on Mohan Hazarika Ali Road
240
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-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
337.5
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-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t i) Br. No. 2/1 on Mohan Hazarika Ali Road
400
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-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
1125
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-
Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. i) Br. No. 2/1 on Mohan Hazarika Ali Road
6
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Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
8
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-
Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer i) Br. No. 2/1 on Mohan Hazarika Ali Road
109.01
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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
159.73
-
-
Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. i) Br. No. 2/1 on Mohan Hazarika Ali Road
7.79
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-
Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
9.43
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-
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/1 on Mohan Hazarika Ali Road
34.43
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-
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
68.01
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-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser
H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No. 2/1 on Mohan Hazarika Ali Road
95.5
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-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser
H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
89.19
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-
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/1 on Mohan Hazarika Ali Road
10.18
-
-
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
14.24
-
-
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 specification. i) Br. No. 2/1 on Mohan Hazarika Ali Road
30
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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 specification. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
42
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i) Br. No. 2/1 on Mohan Hazarika Ali Road
75.95
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
98.27
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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. 2/1 on Mohan Hazarika Ali Road
43.4
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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. 3/1 on Bhulaguri to Borchapori Road
40.66
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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, complete as per drawing and approved technical specification. i) Br. No. 2/1 on Mohan Hazarika Ali Road
1110
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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, complete as per drawing and approved technical specification. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
1600
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 1) Height up to 5.0 m. i) Br. No. 2/1 on Mohan Hazarika Ali Road
94.29
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-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 2) Height 5.0m to 10.0 m
Br. No. 3/1 Bhulaguri Borchapori Road
74.68
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m i) Br. No. 2/1 on Mohan Hazarika Ali Road
11.48
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-35, For T beam and slab 1) Height up to 5.0 m ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
18.55
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-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-35, For I-beam & slab including launching of precast girders by launching truss upto 40 m span 1) Height 5.0 m to 10.0 m ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
112.52
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/1 on Mohan Hazarika Ali Road
21.96
-
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
30.87
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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. Br. No. 3/1 Bhulaguri Borchapori Road
4.86
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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. 2/1 on Mohan Hazarika Ali Road
16.29
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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. 3/1 on Bhulaguri to Borchapori Road
22.14
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Drainage Spouts complete as per drawing and Technical specification i) Br. No. 2/1 on Mohan Hazarika Ali Road
8
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-
Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
12
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 2/1 on Mohan Hazarika Ali Road
8.05
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
8.05
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-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/1 on Mohan Hazarika Ali Road
15.65
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
15.65
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. i) Br. No. 2/1 on Mohan Hazarika Ali Road
16.9
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-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
16.9
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 2/1 on Mohan Hazarika Ali Road
63.07
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
56.16
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder i) Br. No. 2/1 on Mohan Hazarika Ali Road
189.21
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
168.48
-
-
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 i) Br. No. 2/1 on Mohan Hazarika Ali Road
196.69
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-
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 ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
367.54
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-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) i) Br. No. 2/1 on Mohan Hazarika Ali Road
99.46
-
-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
85.25
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15. i) Br. No. 2/1 on Mohan Hazarika Ali Road
9.32
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
7.99
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30
(i) Using Concrete Mixer i) Br. No. 2/1 on Mohan Hazarika Ali Road
31.92
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-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30
(i) Using Concrete Mixer ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
21.9
-
-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/1 on Mohan Hazarika Ali Road
2.36
-
-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
1.7
-
-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No. 2/1 on Mohan Hazarika Ali Road
38.22
-
-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
24.55
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/1 on Mohan Hazarika Ali Road
5.03
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
3.58
-
-
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 specification. i) Br. No. 2/1 on Mohan Hazarika Ali Road
36
-
-
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 specification. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
40
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. 2/1 on Mohan Hazarika Ali Road
46.62
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. 3/1 on Bhulaguri to Borchapori Road
37.8
-
-
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land i) Br. No. 2/1 on Mohan Hazarika Ali Road
1281.78
-
-
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
5350.53
-
-
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. (a) from private land i) Br. No. 2/1 on Mohan Hazarika Ali Road
1058.21
-
-
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. (a) from private land ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
907.06
-
-
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.A)By Mix in Place Method (ii) for grading- II Material i) Br. No. 2/1 on Mohan Hazarika Ali Road
162.23
-
-
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.A)By Mix in Place Method (ii) for grading- II Material ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
149.63
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-
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means i) Br. No. 2/1 on Mohan Hazarika Ali Road
75.94
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-
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
70.31
-
-
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means i) Br. No. 2/1 on Mohan Hazarika Ali Road
75.94
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-
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
70.31
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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) Including Edge block/ Edge restraints i) Br. No. 2/1 on Mohan Hazarika Ali Road
1012.5
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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.(i) Including Edge block/ Edge restraints ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
936.2
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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. 2/1 on Mohan Hazarika Ali Road
2683.28
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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. 3/1 on Bhulaguri to Borchapori Road
2683.28
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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 i) Br. No. 2/1 on Mohan Hazarika Ali Road
4
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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 ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
4
-
-
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. (ii) 800mm x 600mm rectangular i) Br. No. 2/1 on Mohan Hazarika Ali Road
8
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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. (ii) 800mm x 600mm rectangular ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
8
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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. (iii) 600mm circular i) Br. No. 2/1 on Mohan Hazarika Ali Road
4
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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. (iii) 600mm circular ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
4
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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 150mmX75mmX5mm, 330mm long complete as per clause 810.) i) Br. No. 2/1 on Mohan Hazarika Ali Road
80
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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 150mmX75mmX5mm, 330mm long complete as per clause 810.) ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
80
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department i) Br. No. 2/1 on Mohan Hazarika Ali Road
20
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
40
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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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
50
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Planting of Trees and their Maintenance for one 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 one year.side trackway with earth topping complete as per direction of the department i) Br. No. 2/1 on Mohan Hazarika Ali Road
6
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Planting of Trees and their Maintenance for one 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 one year.side trackway with earth topping complete as per direction of the department ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
6
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
12
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
12
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
6
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Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
12
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Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
12
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
6
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
12
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
12
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
6
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
12
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
12
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
i) Br. No. 2/1 on Mohan Hazarika Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 3/1 on Bhulaguri to Borchapori Road
6
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