Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Mar 2024
Closing Date17 Apr 2024
Tender Amount₹ 3,50,62,000 
Notes
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Costs

Summary

Construction Of Bridges In Goalpara District I.br. No. 1/1 On Dighali To Jogipara Road Ii.br. No. 1/1 On Dhupdhara Khutabari Road

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m i) Br. No. 1/1 on Dighali to Jogipara Road

108.41

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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

1

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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) i) Br. No. 1/1 on Dighali to Jogipara Road

209.1

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Providing and constructing one span service road to reach island location from one pier location to another pier location ii) Br. No. 1/1 on Dhupdhara Khutabari Road

12.5

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Levelling Coarse for Pile Cap i) Br. No. 1/1 on Dighali to Jogipara Road

11.34

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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 horizontal 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. 1/1 on Dhupdhara Khutabari Road

30

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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 1/1 on Dighali to Jogipara Road

192.78

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m ii) Br. No. 1/1 on Dhupdhara Khutabari Road

393.98

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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Dighali to Jogipara Road

41.15

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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

223.2

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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test. i) Br. No. 1/1 on Dighali to Jogipara Road

1000

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b) Lateral load test i) Br. No. 1/1 on Dighali to Jogipara Road

100

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Levelling Coarse for Pile Cap ii) Br. No. 1/1 on Dhupdhara Khutabari Road

14.15

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Integrity testing of pile using pile driving analyser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. i) Br. No. 1/1 on Dighali to Jogipara Road

4

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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Dhupdhara Khutabari Road

239.6

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m i) Br. No. 1/1 on Dighali to Jogipara Road

70.92

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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

37.97

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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Dighali to Jogipara Road

10.42

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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

1000

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b) Lateral load test ii) Br. No. 1/1 on Dhupdhara Khutabari Road

100

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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. i) Br. No. 1/1 on Dighali to Jogipara Road

117245.95

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Integrity testing of pile using pile driving analyser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification i) Br. No. 1/1 on Dighali to Jogipara Road

37.9

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m ii) Br. No. 1/1 on Dhupdhara Khutabari Road

50.15

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material i) Br. No. 1/1 on Dighali to Jogipara Road

81.16

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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6.96

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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 :2H towards drawing face. Complete as per drawing and Technical specification. i) Br. No. 1/1 on Dighali to Jogipara Road

18

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification ii) Br. No. 1/1 on Dhupdhara Khutabari Road

21.38

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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) Br. No. 1/1 on Dighali to Jogipara Road

107.38

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material ii) Br. No. 1/1 on Dhupdhara Khutabari Road

11.02

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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 TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Dighali to Jogipara Road

16.88

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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 force. Complete as per drawing and Technical specification. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

18

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Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analysing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.) i) Br. No. 1/1 on Dighali to Jogipara Road

1

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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) Br. No. 1/1 on Dhupdhara Khutabari Road

175.44

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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) i) Br. No. 1/1 on Dighali to Jogipara Road

5.61

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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

11.8

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Dighali to Jogipara Road

17.85

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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

5.61

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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). i) Br. No. 1/1 on Dighali to Jogipara Road

17

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

17.85

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Drainage Spouts complete as per drawing and Technical specification i) Br. No. 1/1 on Dighali to Jogipara Road

6

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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

17

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 1/1 on Dighali to Jogipara Road

15.53

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Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 1/1 on Dhupdhara Khutabari Road

8

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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. i) Br. No. 1/1 on Dighali to Jogipara Road

55.2

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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. 1/1 on Dhupdhara Khutabari Road

18.45

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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface i) Br. No. 1/1 on Dighali to Jogipara Road

107.64

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

65.6

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No. 1/1 on Dighali to Jogipara Road

51.72

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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. ) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

65.6

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 1/1 on Dighali to Jogipara Road

36.67

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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete Structures and furnishing thereof in proper comprehensible format, complete as directed by the Department. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

12

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder i) Br. No. 1/1 on Dighali to Jogipara Road

45.59

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Non-Destructive testing with Rebound Hammer for detection of damage zone in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format ii) Br. No. 1/1 on Dhupdhara Khutabari Road

20

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 i) Br. No. 1/1 on Dighali to Jogipara Road

0.26

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m ii) Br. No. 1/1 on Dhupdhara Khutabari Road

23.37

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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 i) Br. No. 1/1 on Dighali to Jogipara Road

757.93

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 1/1 on Dhupdhara Khutabari Road

35.48

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 1/1 on Dighali to Jogipara Road

4368.1

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder ii) Br. No. 1/1 on Dhupdhara Khutabari Road

103.38

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land i) Br. No. 1/1 on Dighali to Jogipara Road

531.3

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Toe Wall ii) Br. No. 1/1 on Dhupdhara Khutabari Road

14.08

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 . i) Br. No. 1/1 on Dighali to Jogipara Road

205.95

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 ii) Br. No. 1/1 on Dhupdhara Khutabari Road

0.05

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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No. 1/1 on Dighali to Jogipara Road

64.69

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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 ii) Br. No. 1/1 on Dhupdhara Khutabari Road

413.3

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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No. 1/1 on Dighali to Jogipara Road

64.69

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Dhupdhara Khutabari Road

279.81

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Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints i) Br. No. 1/1 on Dighali to Jogipara Road

852

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land ii) Br. No. 1/1 on Dhupdhara Khutabari Road

179.45

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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) i) Br. No. 1/1 on Dighali to Jogipara Road

48

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 . ii) Br. No. 1/1 on Dhupdhara Khutabari Road

85.39

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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 i) Br. No. 1/1 on Dighali to Jogipara Road

44

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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means ii) Br. No. 1/1 on Dhupdhara Khutabari Road

39.38

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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. i) Br. No. 1/1 on Dighali to Jogipara Road

590.09

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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means ii) Br. No. 1/1 on Dhupdhara Khutabari Road

39.38

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 i) Br. No. 1/1 on Dighali to Jogipara Road

1

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Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints ii) Br. No. 1/1 on Dhupdhara Khutabari Road

461.5

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle i) Br. No. 1/1 on Dighali to Jogipara Road

4

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600mm x 600mm square i) Br. No. 1/1 on Dighali to Jogipara Road

4

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Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

168.65

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications i) Br. No. 1/1 on Dighali to Jogipara Road

24

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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

168.65

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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. i) Br. No. 1/1 on Dighali to Jogipara Road

40

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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 ii) Br. No. 1/1 on Dhupdhara Khutabari Road

14

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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering , fixing the tree guard and maintaining the plants for three year. i) Br. No. 1/1 on Dighali to Jogipara Road

80

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 ii) Br. No. 1/1 on Dhupdhara Khutabari Road

1

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle ii) Br. No. 1/1 on Dhupdhara Khutabari Road

4

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600mm x 600mm square ii) Br. No. 1/1 on Dhupdhara Khutabari Road

4

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6.56

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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

10

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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering , fixing the tree guards and maintaining the plants for three year. ii) Br. No. 1/1 on Dhupdhara Khutabari Road

22

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Air quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

3

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Air quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

3

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Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

12

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Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

12

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Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

6

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Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6

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Water quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

3

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Water quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

3

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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

12

-

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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

12

-

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Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

6

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Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6

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Noise quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

3

-

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Noise quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

3

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Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

12

-

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Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

12

-

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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

6

-

-

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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6

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Soil quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

3

-

-

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Soil quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

3

-

-

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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

12

-

-

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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

12

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Soil quality monitoring at 3 locations for 2 seasons for 1 year (Operation Stage) i) Br. No. 1/1 on Dighali to Jogipara Road

6

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Soil quality monitoring at 3 locations for 2 seasons for 1 year (Operation Stage) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

6

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A Provisional sum (Fixed Amount) for the item of Utility Shifting & Tree Cutting of Rs. 3,69,719.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Dighali to Jogipara Road

1

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A Provisional sum (Fixed Amount) for the item of Utility Shifting & Tree Cutting of Rs. 66,227.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 1/1 on Dhupdhara Khutabari Road

1

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