Public Works Roads Department Tender
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Costs
EMD
₹ 11,44,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Goalpara District I) Br No 12/1 On Makri Bamundanga Road Ii) Br No 15/1 On Makri Bamundanga Road Iii) Br No 1/1 On Khakilamari To Bashbari Road Via Dhamar Road
Description
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Contact
Tender Id
2023_PWRDW_31881_2Bid Award Id
ViewTender No
CE/EAP/ARRBP/95/Majuli/2023/5, dtd 25/07/2023Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
i) Bridge No. 12/1 on Makri Bamundanga Road
8
-
-
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
ii) Bridge No. 15/1 on Makri Bamundanga Road
13
-
-
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
45
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
25
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
15
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
15
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
60
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
i) Bridge No. 12/1 on Makri Bamundanga Road
241.99
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
ii) Bridge No. 15/1 on Makri Bamundanga Road
219.18
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
762.92
-
-
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
i) Bridge No. 12/1 on Makri Bamundanga Road
144
-
-
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
ii) Bridge No. 15/1 on Makri Bamundanga Road
143.99
-
-
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
465.17
-
-
Providing steel liner 6mm thick for Piles including fabricating and setting out as per detailed drawing
i) Bridge No. 12/1 on Makri Bamundanga Road
2.66
-
-
Providing steel liner 6mm thick for Piles including fabricating and setting out as per detailed drawing
ii) Bridge No. 15/1 on Makri Bamundanga Road
2.66
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Pile Cap
i) Bridge No. 12/1 on Makri Bamundanga Road
8.53
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Pile Cap
ii) Bridge No. 15/1 on Makri Bamundanga Road
8.53
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Pile Cap
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
20.56
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump
i) Bridge No. 12/1 on Makri Bamundanga Road
119.85
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump
ii) Bridge No. 15/1 on Makri Bamundanga Road
119.85
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
352.35
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
15.88
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
22.12
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
115.93
-
-
Integrity testing of pile using low strain / sonic integrity test / Sonic echo test method in accordance with is 14893 including surface preparartion of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results. all complete as per direction of Engineer - in - Charge. Note : The inclusion of the above them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
i) Bridge No. 12/1 on Makri Bamundanga Road
4
-
-
Integrity testing of pile using low strain / sonic integrity test / Sonic echo test method in accordance with is 14893 including surface preparartion of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results. all complete as per direction of Engineer - in - Charge. Note : The inclusion of the above them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
ii) Bridge No. 15/1 on Makri Bamundanga Road
4
-
-
Integrity testing of pile using low strain / sonic integrity test / Sonic echo test method in accordance with is 14893 including surface preparartion of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results. all complete as per direction of Engineer - in - Charge. Note : The inclusion of the above them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
6
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
14.99
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
14.93
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
64.62
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
5.24
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
5.24
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
18.91
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
14.52
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
14.48
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
234491.9
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material
i) Bridge No. 12/1 on Makri Bamundanga Road
10.15
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material
ii) Bridge No. 15/1 on Makri Bamundanga Road
10.12
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
101.02
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
58.54
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
9
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
9
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
36
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete Pump
i) Bridge No. 12/1 on Makri Bamundanga Road
63.73
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete Pump
ii) Bridge No. 15/1 on Makri Bamundanga Road
63.73
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete Pump
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
329.24
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
3.91
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
3.91
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
48.89
-
-
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. completeas 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) Bridge No. 12/1 on Makri Bamundanga Road
1
-
-
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. completeas 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) Bridge No. 15/1 on Makri Bamundanga Road
1
-
-
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. completeas 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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
5.61
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
5.61
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
5.61
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
17.85
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
17.85
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
17.85
-
-
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Bridge No. 12/1 on Makri Bamundanga Road
17
-
-
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
ii) Bridge No. 15/1 on Makri Bamundanga Road
17
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
17
-
-
Drainage Spouts complete as per drawing and Technical specification
i) Bridge No. 12/1 on Makri Bamundanga Road
4
-
-
Drainage Spouts complete as per drawing and Technical specification
ii) Bridge No. 15/1 on Makri Bamundanga Road
4
-
-
Drainage Spouts complete as per drawing and Technical specification
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
16
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
i) Bridge No. 12/1 on Makri Bamundanga Road
9.96
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Bridge No. 15/1 on Makri Bamundanga Road
9.96
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
32.4
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
i) Bridge No. 12/1 on Makri Bamundanga Road
35.42
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
ii) Bridge No. 15/1 on Makri Bamundanga Road
35.42
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
115.2
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
69.07
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
69.07
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
224.64
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
i) Bridge No. 12/1 on Makri Bamundanga Road
18.6
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
ii) Bridge No. 15/1 on Makri Bamundanga Road
18.7
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
27.92
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i) Bridge No. 12/1 on Makri Bamundanga Road
6.39
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
ii) Bridge No. 15/1 on Makri Bamundanga Road
10.14
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
395.74
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder
i) Bridge No. 12/1 on Makri Bamundanga Road
69.65
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder
ii) Bridge No. 15/1 on Makri Bamundanga Road
84.84
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
518.25
-
-
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching Nominal mix 1:3:6
i) Bridge No. 12/1 on Makri Bamundanga Road
12.9
-
-
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching Nominal mix 1:3:6
ii) Bridge No. 15/1 on Makri Bamundanga Road
12.98
-
-
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching Nominal mix 1:3:6
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
19.37
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
0.07
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
0.05
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
0.35
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
1523.92
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
338.27
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
6.7
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
84.9
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
7970.96
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
223.02
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
159.3
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
477.9
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
106.79
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
76.28
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
228.83
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
39.38
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
39.38
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
84.38
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
39.38
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
39.38
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
84.38
-
-
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. a) Including Edge block/ Edge restraints
i) Bridge No. 12/1 on Makri Bamundanga Road
497
-
-
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. a) Including Edge block/ Edge restraints
ii) Bridge No. 15/1 on Makri Bamundanga Road
355
-
-
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. a) Including Edge block/ Edge restraints
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1065
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
89.38
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
76.18
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1853.69
-
-
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
180
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
89.38
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
76.18
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1853.69
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
1
-
-
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) Bridge No. 15/1 on Makri Bamundanga Road
1
-
-
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) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1
-
-
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) Bridge No. 12/1 on Makri Bamundanga Road
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle
ii) Bridge No. 15/1 on Makri Bamundanga Road
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
600mm x 600mm square
i) Bridge No. 12/1 on Makri Bamundanga Road
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm x 600mm square
ii) Bridge No. 15/1 on Makri Bamundanga Road
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm x 600mm square
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
4
-
-
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
i) Bridge No. 12/1 on Makri Bamundanga Road
24
-
-
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
ii) Bridge No. 15/1 on Makri Bamundanga Road
16
-
-
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
50
-
-
Implementation of Environmental and Social Management Plan-Ambient Air quality Monitoring for 2 years(Construction phase) i) Bridge No. 12/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-Ambient Air quality Monitoring for 2 years(Construction phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-Ambient Air quality Monitoring for 2 years(Construction phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
12
-
-
Implementation of Environmental and Social Management Plan-Ambient Air quality Monitoring for 1 year(operational phase) i) Bridge No. 12/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Ambient Air quality Monitoring for 1 year(operational phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Ambient Air quality Monitoring for 1 year(operational phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
6
-
-
Implementation of Environmental and Social Management Plan-water quality Monitoring for 2 years(Construction phase) i) Bridge No. 12/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-water quality Monitoring for 2 years(Construction phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-water quality Monitoring for 2 years(Construction phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
12
-
-
Implementation of Environmental and Social Management Plan-Water quality Monitoring for 1 year(operational phase) i) Bridge No. 12/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Water quality Monitoring for 1 year(operational phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Water quality Monitoring for 1 year(operational phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
6
-
-
Implementation of Environmental and Social Management Plan-Noise quality Monitoring for 2 years(Construction phase) i) Bridge No. 12/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-Noise quality Monitoring for 2 years(Construction phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-Noise quality Monitoring for 2 years(Construction phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
12
-
-
Implementation of Environmental and Social Management Plan-Noise quality Monitoring for 1 year(operational phase) i) Bridge No. 12/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Noise quality Monitoring for 1 year(operational phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Noise quality Monitoring for 1 year(operational phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
6
-
-
Implementation of Environmental and Social Management Plan-Soil Analysis for 2 years(Construction phase) i) Bridge No. 12/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-Soil Analysis for 2 years(Construction phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
12
-
-
Implementation of Environmental and Social Management Plan-Soil analysis for 2 years(Construction phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
12
-
-
Implementation of Environmental and Social Management Plan-Soil Analysis for 1 year(operational phase) i) Bridge No. 12/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Soil Analysis for 1 year(operational phase) ii) Bridge No. 15/1 on Makri Bamundanga Road
6
-
-
Implementation of Environmental and Social Management Plan-Soil Analysis for 1 year(operational phase)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
6
-
-
A provisional sum (Fixed Amount) for the items of Utility Shifting and Tree Cutting and Compensatory aforestation of Rs.1,52,406.00 (not to be changed by the Bidders in BoQ) i) Bridge No. 12/1 on Makri Bamundanga Road
1
-
-
A provisional sum (Fixed Amount) for the items of Tree Cutting and Compensatory aforestation of Rs.1,14,906.00 ( not to be changed by the Bidders in BoQ)
iii) Bridge No. 1/1 on Khakilamari to Bashbari Road via Dhamar Road
1
-
-
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