Public Works Roads Department Tender
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Costs
EMD
₹ 10,54,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Jorhat District I. Br No. 3/1 On Bhotia Gaon Road Ii. Br No. 4/1 On Bohikhuaghat Ali Road Iii. Br No. 1/1 On Seujipar Road And Iv. Br No. 2/1 On New Toklai Road
Description
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Contact
Tender Id
2023_PWRDW_30958_1Bid Award Id
ViewTender No
CE/EAP/ARRBP/63/Jorhat/2023/6Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Excavation for Structures, Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m
iv. Br. No. 2/1 New Toklai Road
244.31
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-
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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. 3/1 Bhotia Gaon
20
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-
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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
iii. Br. No. 1/1 Seujpar Road
20
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-
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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
iv. Br. No. 2/1 New Toklai Road
20
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-
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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 (A) PCC Grade M15
i. Br. No. 3/1 Bhotia Gaon
46.32
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-
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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 (A) PCC Grade M15
ii. Br. No. 4/1 Bohikhuaghat Ali
52.71
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-
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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 (A) PCC Grade M15
iii. Br. No. 1/1 Seujpar Road
30.78
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-
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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 (A) PCC Grade M15
iv. Br. No. 2/1 New Toklai Road
30.78
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-
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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 (H) RCC M35 Grade (i) Using Concrete Mixer
i. Br. No. 3/1 Bhotia Gaon
85.59
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-
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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 (H) RCC M35 Grade (i) Using Concrete Mixer
ii. Br. No. 4/1 Bohikhuaghat Ali
77.67
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-
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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 (H) RCC M35 Grade (i) Using Concrete Mixer
iii. Br. No. 1/1 Seujpar Road
52.41
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-
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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 (H) RCC M35 Grade (i) Using Concrete Mixer
iv. Br. No. 2/1 New Toklai Road
52.41
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-
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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 (E) RCC M25 Grade (i) Using Concrete Mixer
i. Br. No. 3/1 Bhotia Gaon
54.43
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-
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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 (E) RCC M25 Grade (i) Using Concrete Mixer
ii. Br. No. 4/1 Bohikhuaghat Ali
92.34
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-
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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 (E) RCC M25 Grade (i) Using Concrete Mixer
iii. Br. No. 1/1 Seujpar Road
30.78
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-
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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 (E) RCC M25 Grade (i) Using Concrete Mixer
iv. Br. No. 2/1 New Toklai Road
30.78
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-
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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. 3/1 Bhotia Gaon
14.35
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-
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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. 4/1 Bohikhuaghat Ali
18.53
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-
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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)
iii. Br. No. 1/1 Seujpar Road
9.09
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-
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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)
iv. Br. No. 2/1 New Toklai Road
9.09
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer
i. Br. No. 3/1 Bhotia Gaon
66.23
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer
ii. Br. No. 4/1 Bohikhuaghat Ali
68.76
-
-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer
iii. Br. No. 1/1 Seujpar Road
36.46
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer
iv. Br. No. 2/1 New Toklai Road
36.46
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer
i. Br. No. 3/1 Bhotia Gaon
57.42
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer
ii. Br. No. 4/1 Bohikhuaghat Ali
80.19
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer
iii. Br. No. 1/1 Seujpar Road
34.2
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-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer
iv. Br. No. 2/1 New Toklai Road
34.2
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-
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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. 3/1 Bhotia Gaon
19.01
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-
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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)
ii. Br. No. 4/1 Bohikhuaghat Ali
22.64
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-
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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)
iii. Br. No. 1/1 Seujpar Road
9.52
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-
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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)
iv. Br. No. 2/1 New Toklai Road
9.52
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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.
i. Br. No. 3/1 Bhotia Gaon
120
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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. 4/1 Bohikhuaghat Ali
120
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-
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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.
iii. Br. No. 1/1 Seujpar Road
120
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-
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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.
iv. Br. No. 2/1 New Toklai Road
120
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-
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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. 3/1 Bhotia Gaon
295.75
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-
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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. 4/1 Bohikhuaghat Ali
354.9
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-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material
iii. Br. No. 1/1 Seujpar Road
236.6
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-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material
iv. Br. No. 2/1 New Toklai Road
236.6
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-
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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. 3/1 Bhotia Gaon
155.1
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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. 4/1 Bohikhuaghat Ali
206.64
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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.
iii. Br. No. 1/1 Seujpar Road
108.96
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
iv. Br. No. 2/1 New Toklai Road
108.96
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-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer
i) For solid slab super-structure
a) Height up to 5m
i. Br. No. 3/1 Bhotia Gaon
59.88
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-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer
i) For solid slab super-structure
a) Height up to 5m
ii. Br. No. 4/1 Bohikhuaghat Ali
59.19
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer
i) For solid slab super-structure
a) Height up to 5m
iii. Br. No. 1/1 Seujpar Road
41.02
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer
i) For solid slab super-structure
a) Height up to 5m
iv. Br. No. 2/1 New Toklai Road
41.02
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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. 3/1 Bhotia Gaon
7.85
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-
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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. 4/1 Bohikhuaghat Ali
7.4
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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)
iii. Br. No. 1/1 Seujpar Road
5.75
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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)
iv. Br. No. 2/1 New Toklai Road
5.75
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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. 3/1 Bhotia Gaon
13.72
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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 Bohikhuaghat Ali
13.61
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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 Seujpar Road
10.62
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-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
iv. Br. No. 2/1 New Toklai Road
10.62
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Drainage Spouts complete as per drawing and Technical specification
i. Br. No. 3/1 Bhotia Gaon
6
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-
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Drainage Spouts complete as per drawing and Technical specification
ii. Br. No. 4/1 Bohikhuaghat Ali
6
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-
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Drainage Spouts complete as per drawing and Technical specification
iii. Br. No. 1/1 Seujpar Road
6
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-
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Drainage Spouts complete as per drawing and Technical specification
iv. Br. No. 2/1 New Toklai Road
6
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-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i. Br. No. 3/1 Bhotia Gaon
8.87
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-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii. Br. No. 4/1 Bohikhuaghat Ali
8.87
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-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
iii. Br. No. 1/1 Seujpar Road
8.87
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-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
iv. Br. No. 2/1 New Toklai Road
8.87
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-
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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. 3/1 Bhotia Gaon
17.75
-
-
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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)
ii. Br. No. 4/1 Bohikhuaghat Ali
17.75
-
-
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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)
iii. Br. No. 1/1 Seujpar Road
17.75
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-
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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)
iv. Br. No. 2/1 New Toklai Road
17.75
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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. ) (A) For plain surface ( kerb +crash Barrier)
i. Br. No. 3/1 Bhotia Gaon
67.92
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-
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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. ) (A) For plain surface ( kerb +crash Barrier)
ii. Br. No. 4/1 Bohikhuaghat Ali
67.92
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-
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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. ) (A) For plain surface ( kerb +crash Barrier)
iii. Br. No. 1/1 Seujpar Road
67.92
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-
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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. ) (A) For plain surface ( kerb +crash Barrier)
iv. Br. No. 2/1 New Toklai Road
67.92
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10
i. Br. No. 3/1 Bhotia Gaon
7.87
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10
ii. Br. No. 4/1 Bohikhuaghat Ali
7.81
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-
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10
iii. Br. No. 1/1 Seujpar Road
6.03
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10
iv. Br. No. 2/1 New Toklai Road
6.03
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4)
i. Br. No. 3/1 Bhotia Gaon
79.08
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-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4)
ii. Br. No. 4/1 Bohikhuaghat Ali
78.41
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-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4)
iii. Br. No. 1/1 Seujpar Road
60.57
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-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4)
iv. Br. No. 2/1 New Toklai Road
60.57
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-
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
i. Br. No. 3/1 Bhotia Gaon
158.63
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-
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
ii. Br. No. 4/1 Bohikhuaghat Ali
157.28
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
iii. Br. No. 1/1 Seujpar Road
121.5
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
iv. Br. No. 2/1 New Toklai Road
121.5
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA
i. Br. No. 3/1 Bhotia Gaon
131.96
-
-
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA
ii. Br. No. 4/1 Bohikhuaghat Ali
131.29
-
-
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA
iii. Br. No. 1/1 Seujpar Road
113.4
-
-
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA
iv. Br. No. 2/1 New Toklai Road
113.4
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5)
i. Br. No. 3/1 Bhotia Gaon
87.98
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5)
ii. Br. No. 4/1 Bohikhuaghat Ali
87.53
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5)
iii. Br. No. 1/1 Seujpar Road
75.6
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5)
iv. Br. No. 2/1 New Toklai Road
75.6
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i. Br. No. 3/1 Bhotia Gaon
47.78
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
ii. Br. No. 4/1 Bohikhuaghat Ali
47.78
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
iii. Br. No. 1/1 Seujpar Road
36.67
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
iv. Br. No. 2/1 New Toklai Road
36.67
-
-
... More
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. 3/1 Bhotia Gaon
95.55
-
-
... More
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 Bohikhuaghat Ali
95.55
-
-
... More
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 Seujpar Road
95.55
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder
iv. Br. No. 2/1 New Toklai Road
95.55
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
i. Br. No. 3/1 Bhotia Gaon
20.15
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
ii. Br. No. 4/1 Bohikhuaghat Ali
20.15
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
iii. Br. No. 1/1 Seujpar Road
20.15
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
iv. Br. No. 2/1 New Toklai Road
20.15
-
-
... More
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16
i. Br. No. 3/1 Bhotia Gaon
16
-
-
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16
ii. Br. No. 4/1 Bohikhuaghat Ali
16
-
-
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16
iii. Br. No. 1/1 Seujpar Road
16
-
-
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16
iv. Br. No. 2/1 New Toklai Road
16
-
-
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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 Clause 301.5 (a) from private land i. Br. No. 3/1 Bhotia Gaon
5446.19
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting 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. 4/1 Bohikhuaghat Ali
3709.63
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting 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 iii. Br. No. 1/1 Seujpar Road
1132.78
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting 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 iv. Br. No. 2/1 New Toklai Road
3208.37
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land i. Br. No. 3/1 Bhotia Gaon
1000.64
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land ii. Br. No. 4/1 Bohikhuaghat Ali
972.17
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land iii. Br. No. 1/1 Seujpar Road
1434.91
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land iv. Br. No. 2/1 New Toklai Road
695.59
-
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material
i. Br. No. 3/1 Bhotia Gaon
179.78
-
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material
ii. Br. No. 4/1 Bohikhuaghat Ali
170.89
-
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material
iii. Br. No. 1/1 Seujpar Road
149.62
-
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material
iv. Br. No. 2/1 New Toklai Road
131.4
-
-
... More
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. 3/1 Bhotia Gaon
84.38
-
-
... More
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. 4/1 Bohikhuaghat Ali
80.16
-
-
... More
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
iii. Br. No. 1/1 Seujpar Road
70.31
-
-
... More
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
iv. Br. No. 2/1 New Toklai Road
61.87
-
-
... More
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. 3/1 Bhotia Gaon
84.38
-
-
... More
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. 4/1 Bohikhuaghat Ali
80.16
-
-
... More
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
iii. Br. No. 1/1 Seujpar Road
70.31
-
-
... More
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
iv. Br. No. 2/1 New Toklai Road
61.88
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints
i. Br. No. 3/1 Bhotia Gaon
1128.07
-
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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. 4/1 Bohikhuaghat Ali
1075.53
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints
iii. Br. No. 1/1 Seujpar Road
931.3
-
-
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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
iv. Br. No. 2/1 New Toklai Road
824.37
-
-
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Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed.
i. Br. No. 3/1 Bhotia Gaon
8
-
-
... More
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed.
ii. Br. No. 4/1 Bohikhuaghat Ali
8
-
-
... More
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed.
iii. Br. No. 1/1 Seujpar Road
8
-
-
... More
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed.
iv. Br. No. 2/1 New Toklai Road
8
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309
i. Br. No. 3/1 Bhotia Gaon
3489.8
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309
ii. Br. No. 4/1 Bohikhuaghat Ali
3489.8
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309
iii. Br. No. 1/1 Seujpar Road
3489.8
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309
iv. Br. No. 2/1 New Toklai Road
3489.8
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle
i. Br. No. 3/1 Bhotia Gaon
8
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle
ii. Br. No. 4/1 Bohikhuaghat Ali
8
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle
iii. Br. No. 1/1 Seujpar Road
8
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle
iv. Br. No. 2/1 New Toklai Road
8
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular
i. Br. No. 3/1 Bhotia Gaon
16
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular
ii. Br. No. 4/1 Bohikhuaghat Ali
16
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular
iii. Br. No. 1/1 Seujpar Road
16
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular
iv. Br. No. 2/1 New Toklai Road
16
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular
i. Br. No. 3/1 Bhotia Gaon
4
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular
ii. Br. No. 4/1 Bohikhuaghat Ali
4
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular
iii. Br. No. 1/1 Seujpar Road
4
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular
iv. Br. No. 2/1 New Toklai Road
4
-
-
... More
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. 3/1 Bhotia Gaon
100
-
-
... More
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. 4/1 Bohikhuaghat Ali
100
-
-
... More
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.) iii. Br. No. 1/1 Seujpar Road
100
-
-
... More
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.) iv. Br. No. 2/1 New Toklai Road
100
-
-
... More
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river.
i. Br. No. 3/1 Bhotia Gaon
1
-
-
... More
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river.
ii. Br. No. 4/1 Bohikhuaghat Ali
1
-
-
... More
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river.
iii. Br. No. 1/1 Seujpar Road
1
-
-
... More
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river.
iv. Br. No. 2/1 New Toklai Road
1
-
-
... More
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
i. Br. No. 3/1 Bhotia Gaon
8
-
-
... More
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
ii. Br. No. 4/1 Bohikhuaghat Ali
8
-
-
... More
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
iii. Br. No. 1/1 Seujpar Road
8
-
-
... More
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
iv. Br. No. 2/1 New Toklai Road
8
-
-
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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. 3/1 Bhotia Gaon
15
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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. 4/1 Bohikhuaghat Ali
12
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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
iii. Br. No. 1/1 Seujpar Road
12
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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
iv. Br. No. 2/1 New Toklai Road
12
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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. 3/1 Bhotia Gaon
12
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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. 4/1 Bohikhuaghat Ali
12
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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
iii. Br. No. 1/1 Seujpar Road
12
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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
iv. Br. No. 2/1 New Toklai Road
12
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.)
i. Br. No. 3/1 Bhotia Gaon
12
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.)
ii. Br. No. 4/1 Bohikhuaghat Ali
12
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.)
iii. Br. No. 1/1 Seujpar Road
12
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.)
iv. Br. No. 2/1 New Toklai 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)
i. Br. No. 3/1 Bhotia Gaon
18
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... More
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. 4/1 Bohikhuaghat Ali
18
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-
... More
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
iii. Br. No. 1/1 Seujpar Road
18
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-
... More
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
iv. Br. No. 2/1 New Toklai Road
12
-
-
... More
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year.
(Operation Stage)
i. Br. No. 3/1 Bhotia Gaon
6
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... More
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year.
(Operation Stage)
ii. Br. No. 4/1 Bohikhuaghat Ali
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year.
(Operation Stage)
iii. Br. No. 1/1 Seujpar Road
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year.
(Operation Stage)
iv. Br. No. 2/1 New Toklai Road
6
-
-
... More
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. 3/1 Bhotia Gaon
12
-
-
... More
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. 4/1 Bohikhuaghat Ali
12
-
-
... More
Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
iii. Br. No. 1/1 Seujpar Road
12
-
-
... More
Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
iv. Br. No. 2/1 New Toklai Road
12
-
-
... More
Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i. Br. No. 3/1 Bhotia Gaon
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii. Br. No. 4/1 Bohikhuaghat Ali
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iii. Br. No. 1/1 Seujpar Road
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iv. Br. No. 2/1 New Toklai Road
6
-
-
... More
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. 3/1 Bhotia Gaon
14
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-
... More
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. 4/1 Bohikhuaghat Ali
14
-
-
... More
Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
iii. Br. No. 1/1 Seujpar Road
14
-
-
... More
Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
iv. Br. No. 2/1 New Toklai Road
12
-
-
... More
Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i. Br. No. 3/1 Bhotia Gaon
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii. Br. No. 4/1 Bohikhuaghat Ali
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iii. Br. No. 1/1 Seujpar Road
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iv. Br. No. 2/1 New Toklai Road
6
-
-
... More
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. 3/1 Bhotia Gaon
14
-
-
... More
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. 4/1 Bohikhuaghat Ali
14
-
-
... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
iii. Br. No. 1/1 Seujpar Road
14
-
-
... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
iv. Br. No. 2/1 New Toklai Road
12
-
-
... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i. Br. No. 3/1 Bhotia Gaon
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii. Br. No. 4/1 Bohikhuaghat Ali
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iii. Br. No. 1/1 Seujpar Road
6
-
-
... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iv. Br. No. 2/1 New Toklai Road
6
-
-
... More
A Provisional sum (Fixed Amount) for the items of utility shifting and tree felling/plantation of Rs.1,08,726.00 (not to be changed by the Bidders in BOQ)
iv. Br. No. 2/1 New Toklai Road
1
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