Public Works Roads Department Tender
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Costs
EMD
₹ 48,90,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Tamulpur District I.br. No. 1/1 On Chiknibari Chawk To Khanekuchi Road Ii.br. No. 4/1 On Kasukata Barbalichiha Road Iii.br. No. 1/1 On Kasubari Naokata Pathurighat Road
Description
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Contact
Tender Id
2023_PWRDW_33524_13Bid Award Id
ViewTender No
CE/EAP/ARRBP111TENDERS2023/67Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
60
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Providing and constructing one span service road to reach island location from one pier location to another pier location. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
40
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Providing and constructing one span service road to reach island location from one pier location to another pier location. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
120
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) depth upto 3.0m (without dewatering)
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
283.7
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
i) depth upto 3.0m (without dewatering) ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
454.2
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) depth upto 3.0m (without dewatering)
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
513.4
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Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
7.62
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Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
5.73
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Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
9.54
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Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications. A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
70.46
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i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture
1905.28
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i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture
510.59
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i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture
301.44
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Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications. A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
42.85
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B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
927.78
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C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
416.68
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D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
241.15
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Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications.
A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
71.42
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B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
1374.85
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C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
694.46
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D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
401.92
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Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil
i. Depth below Bed Level upto 3.0m
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
12
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A. Sandy Soil
ii. Beyond 3.0m upto 10.0m
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
28
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A. Sandy Soil
iii. Beyond 10m upto 20m
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
40
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A. Sandy Soil
iv. Beyond 20m upto 30m
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
9.56
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Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil
i. Depth below Bed Level upto 3.0m
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
9
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A. Sandy Soil
ii. Beyond 3.0m upto 10.0m
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
21
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A. Sandy Soil
iii. Beyond 10m upto 20m
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
23.01
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Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil
i. Depth below Bed Level upto 3.0m
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
15
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A. Sandy Soil
ii. Beyond 3.0m upto 10.0m
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
35
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A. Sandy Soil
iii. Beyond 10m upto 20m
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
30.55
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Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
1830.57
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Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
1192.86
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Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
1767.66
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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. 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 Chiknibari Chawk to Khanekuchi Road
199.22
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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. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent). ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
77.61
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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. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
94.2
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SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
84
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SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
48
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SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
73
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road
224.24
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
187.86
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
289.35
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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. 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 Chiknibari Chawk to Khanekuchi Road.
36.87
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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. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent). ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
27.65
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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. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
46.06
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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 stainless steel 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 Chiknibari Chawk to Khanekuchi Road.
7200
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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 stainless steel 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. 4/1 on Kasukata Barbalichiha Road .
4800
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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 stainless steel 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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
9600
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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 towards the wall and provided over the entire surfaces behind the abutment, 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 Chiknibari Chawk to Khanekuchi Road.
128.01
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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 towards the wall and provided over the entire surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
124.35
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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 towards the wall and provided over the entire surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
123.42
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
283.27
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
275.18
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
273.11
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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 face. Complete as per drawing and technical specification. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
80
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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 face. Complete as per drawing and technical specification. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
80
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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 face. Complete as per drawing and technical specification. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
80
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Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
672.7
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Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
607.84
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Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
1215.68
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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 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 Chiknibari Chawk to Khanekuchi Road.
82.19
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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 TMT-IS 1786 (Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent). ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
79.77
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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 TMT-IS 1786 (Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
159.53
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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 Chiknibari Chawk to Khanekuchi Road.
18.98
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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. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
22.97
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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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
45.94
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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 up to 800.00 mt.). i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
1
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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 up to 800.00 mt.). ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
1
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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 up to 800.00 mt.). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
1
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5). i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
8.25
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5). ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
8.25
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
8.25
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Reinforced cement concrete approach slab 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 Chiknibari Chawk to Khanekuchi Road.
26.25
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Reinforced cement concrete approach slab 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. 4/1 on Kasukata Barbalichiha Road .
26.25
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Reinforced cement concrete approach slab 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). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
26.25
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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 Chiknibari Chawk to Khanekuchi Road.
50
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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. 4/1 on Kasukata Barbalichiha Road .
37.5
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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). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
62.5
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Drainage Spouts complete as per drawing and technical specification. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
38
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Drainage Spouts complete as per drawing and technical specification. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
24
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Drainage Spouts complete as per drawing and technical specification. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
52
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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 Chiknibari Chawk to Khanekuchi Road.
54.9
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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. 4/1 on Kasukata Barbalichiha Road .
49.28
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
81.71
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-
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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 enclosure 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 Chiknibari Chawk to Khanekuchi Road.
195.2
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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 enclosure 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. 4/1 on Kasukata Barbalichiha Road .
175.2
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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 enclosure 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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
335.2
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
195.2
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
175.2
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
335.2
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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 Chiknibari Chawk to Khanekuchi Road.
380.64
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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. 4/1 on Kasukata Barbalichiha Road .
341.64
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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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
653.64
-
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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 RCC Railing. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
195.2
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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 RCC Railing. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
175.2
-
-
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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 RCC Railing. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
335.2
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M20 for Footpath. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
102.48
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M20 for Footpath. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
91.98
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M20 for Footpath. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
175.98
-
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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. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
208.5
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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. 4/1 on Kasukata Barbalichiha Road .
527.33
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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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
547.81
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
97.7
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
344.49
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
360.42
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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.1/1 on Chiknibari Chawk to Khanekuchi Road.
277.92
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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. 4/1 on Kasukata Barbalichiha Road .
426.28
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
411.62
-
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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.1/1 on Chiknibari Chawk to Khanekuchi Road.
477.84
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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. 4/1 on Kasukata Barbalichiha Road .
960.58
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
927
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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 Chiknibari Chawk to Khanekuchi Road.
0.49
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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. 4/1 on Kasukata Barbalichiha Road .
0.67
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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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
0.68
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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 Chiknibari Chawk to Khanekuchi Road.
919.08
-
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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. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
919.08
-
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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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
886.36
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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 comp g actin 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 Chiknibari Chawk to Khanekuchi Road.
15105.67
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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 comp g actin 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. 4/1 on Kasukata Barbalichiha Road .
15105.67
-
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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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
16112.52
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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) Private Land. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
893.97
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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) Private Land. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
1219.05
-
-
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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) Private Land. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
1259.69
-
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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 Chiknibari Chawk to Khanekuchi Road.
433.37
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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. 4/1 on Kasukata Barbalichiha Road .
590.96
-
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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. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
610.66
-
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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.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. A. By Manual Means. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
123.75
-
-
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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.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. A. By Manual Means. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
168.75
-
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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.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. A. By Manual Means. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
174.38
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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.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/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. A. By Manual Means. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
123.75
-
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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.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/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. A. By Manual Means. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
168.75
-
-
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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.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/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. A. By Manual Means. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
174.38
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Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
1562
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Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
2130
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Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
2201
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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 fixed on 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 Chiknibari Chawk to Khanekuchi Road.
240
-
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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 fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.). ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
320
-
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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 fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810). iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
300
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Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
601.65
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Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
732.63
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Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
778.51
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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
601.65
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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
732.63
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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
778.51
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
20
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
28
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
32
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
2
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
2
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. iii) Br. No.1/1 on Kasubari Naokata Pathurighat 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. 900mm equilateral triangle
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
8
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600mm x 600mm square
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi 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. 900mm equilateral triangle
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
8
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ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
600mm x 600mm square
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. 900mm equilateral triangle
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
8
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600mm x 600mm square
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
8
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
66
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
90
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
93
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
40
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
104
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
106
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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 guard and maintaining the plants for three year. i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
74
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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 guard and maintaining the plants for three year. ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
100
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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 guard and maintaining the plants for three year. iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
104
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 1 seasons for 1 year
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 1 seasons for 1 year
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
12
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
12
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
12
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
3
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
12
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
12
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
i) Br. No.1/1 on Chiknibari Chawk to Khanekuchi Road.
6
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
6
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Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year.
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
6
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 13,06,517.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on Chiknibari Chawk to Khanekuchi Road.
1
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A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 2,29,813.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 4/1 on Kasukata Barbalichiha Road .
1
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 2,97,360.00 (not to be changed by the Bidders in BOQ)
iii) Br. No.1/1 on Kasubari Naokata Pathurighat Road .
1
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