Improvement and Upgradation of Road from Keshab Nagar to Doomni from Ch. 0.000 km (Keshab Nagar) to Ch. 7 plus 350 Km (Doomni) under Asom Mala 3.0 for the year 2025-26. (Package No. ASOM_MALA_3.0_25_26_60)

2.2 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) By Manual Means, (a) In area of non thorny jungle.

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material by roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (ii) Girth above 600 mm to 900 mm.

(iii) Girth above 900 mm to 1800 mm

(iv) Girth above 1800 mm to 2700 mm

Dismantling of Flexible Pavements 2.14 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. II. By Mechanical Means (a) Bituminous Courses

3.5(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading ir 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

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Claus 303.5.2 as per Technical Specification Clause 302.3.11

3.4(i) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land.

3.14(i) Construction of Subgrade and Earthen Shoulders (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) From Private land.

4.1(ii) 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) for grading II material.

4.9 Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

5.1(ii) Prime Coat Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

5.2(i) Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

17.1 (507) A (ii) Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in (ii) all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With 60/70 or VG-30 grade bitumen for Grading II (19 mm nominal size).

17.3 (509) A (ii) Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With 60/70 or VG-30 grade bitumen for Grading II (13 mm nominal size).

10.3 (A)(I) Direction and Place Identification signs upto 0.9 sqm size board (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel 10.3 (A) (1) single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M- 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (A)Retro-reflectorised Traffic Signs.

16.28(b) RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the 16.28 (b) top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c.

16.38 (803) Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 MoSrt&H specifications).

16.42 Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail. (b)150mm dia/ 150mm x 150mm size.

16.30 RCC Pipe Delineator: Providing of hume pipe delineator, 250 mm in diameter, 1250 mm high, having 25mm skin thickness filled with earth for stability up to 5 cm from top and remaining filled with 1:3:6 c.c.in spherical segment to prevent percolation of water and embedded in c.c. (1:3:6) below ground level up to a depth of 500mm, 75mm thick cc surrounding the pipe, painted white as per approved drawing.

16.43 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MOSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance...

10.20 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

Traffic Signs Retro-reflectorised Traffic Signs 10.2(A) (i) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. ii. 600mm equilateral triangle.

iii. 600mm circular

v. 600mm x 450mm rectangular

vii. 900mm side octagon

Providing, fitting & fixing in position Anti skid paver tiles as per BIS specifications of Size (300mm x 300 mm x 25 mm) as directed and approved by the Deptt.

16.60 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.

RCC SINGLE CELL BOX CULVERT (2.0 x 2.0)M (10 Nos) 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil. Upto 3 m depth

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

17.10 Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.41 Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent).

17.46 Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 F. RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.47 Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical 17.47 (a) specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent).

17.58 Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification' including steel shuttering formwork. II. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure.

17.59(a) Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent).

17.62 Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spacing of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC., protruding 1mm to 4mm over mastic surfaces. all complete as per clause 515.

17.67 Drainage Spouts complete as per drawing and Technical specification.

17.64 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

13.11 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, I. Nominal mix (1:2.5:5)

13.12 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211.

17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A Granular material.

Painting Two Coats on New Concrete Surfaces 10.50 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.

RCC RETURN WALL FOR (2.0 X 2.0) M BOX CULVERT (10 Nos.) 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil, Upto 3 m depth.

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 17.7 days.)

17.47 Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

17.46 Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. II. Without plasticiser F. RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia.

12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i)Granular material.

RCC SINGLE CELL BOX CULVERT (6.0 x 3.0)M (2 Nos). 2.5(ii) (b) Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means Reinforced Cement Concrete.

11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil. Upto 3 m depth.

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

17.10 Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II). With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 E). RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.41(a) Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent).

17.46 Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 F. RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.47(a) Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent).

17.58 Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification' including steel shuttering formwork. II. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure.

17.59 Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent).

17.62 Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spacing of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC., protruding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

17.67 Drainage Spouts complete as per drawing and Technical specification.

17.67 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

13.11 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, I Nominal mix (1:2.5:5)

13.12 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211.

17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material.

Painting Two Coats on New Concrete Surfaces 10.50 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.

PCC WING WALL, CURTAIN WALL, BOULDER & FLEXIBLE APRON FOR SINGLE CELL (6.0 x 3.0)M BOX CULVERT 11.1 (1) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil. Upto 3 m depth

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14

12.5 (A) Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With Crushed Stone. P.C.C. grade M20 (1:2:4)

14.7(i) Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303. Rubble stone laid in cement mortar 1:3

14.9 (iii) Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10

14.10 Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall.

17.49 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 17.49 per drawing and Technical specification.

12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i)Granular material.

RRM RETAINING WALL (3.0M Height) 500 RM 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil.

3.11 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical Specifications Clause 1303.3

9.11 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

16.59 Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutment etc. in cement mortar 1;6 without side face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical specifications including racking out joints and curing, supplying and carriage of stone as directed.

12.3 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.

17.49 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 17.49 per drawing and Technical specification.

12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 12.10 i)Granular material.

Construction of decorative grill for footpath railing.

JANCTION IMPROVEMENT 2.14 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I. By Manual Means (a) Bituminous Courses

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

4.1(ii) 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) for grading Il material.

4.9 Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

5.1 (ii) Prime Coat Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

5.2 (i) Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

17.1A Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With 60/70 or VG-30 grade bitumen for Grading II (19 mm nominal size)

17.3A Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed A (ii) materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With 60/70 or VG-30 grade bitumen for Grading II (13 mm nominal size).

16.38 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 MoSrt&H specifications).

16.43 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MOSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

16.36 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.)

RESTORATION OF BRIDGES 17.62 Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500 29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC., protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

14.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.

14.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

14.6 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Stone/Boulder.

10.5 Painting Two Coats on New Concrete Surfaces

16.36 Metal Beam Crash Barrier, Type- A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash

BRIDGE PROPER 17.4 Excavation for Structures: Earthwork 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 as per MORTH clause No.304. I Ordinary soil, A Manual Means, (I) Without dewatering, (i) upto 3 m depth.

17.4 Excavation for Structures: Earthwork 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 as per MORTH clause No.304. I Ordinary soil, A Manual Means, (I) Without dewatering, (ii) 3 m to 6 m depth.

17.11(B). Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well as per MORTH clause No.304. Assuming depth of water 4.0 m and height of island 4.5 m.

17.11(C ) Providing and constructing one span service road to reach island location from one pier location to another pier location.

17.12 Providing and laying cutting edge mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification as per MORTH clause No.1200 & 1900.

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A) Well curb, (iii) RCC M30 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. B) Well steining, (vii) RCC M30 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.13 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. C) Bottom Plug, (ii) PCC M25 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. D) Intermediate Plug, (ii) PCC M25 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. E) Top Plug, (ii) PCC M25 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. F) Well cap, (ii) RCC M35 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.15 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (i) Depth below bed level upto 3.0 M

17.15 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (ii) Beyond 3m upto 10m depth.

17.15 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iii) Beyond 10m upto 20m depth

17.16 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iv) Beyond 20m upto 30 m. a) For sinking, b) For sinking including kentledge

17.15 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (i) Depth below bed level upto 3.0 M

17.15 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (ii) Beyond 3m upto 10m depth.

17.15 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iii) Beyond 10m upto 20m depth.

17.16 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iv) Beyond 20m upto 30 m. a) For sinking, b) For sinking including kentledge

17.23 Sand filling in wells complete as per drawing and technical specifications.

17.41 Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500Dbar reinforcement in foundation complete as per drawing and technical specifications. (a) TMT-IS1786 (Fe-500D)Primary Producer (TATA/SAIL/EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)

17.46(P) Plain/Reinforced cement concrete, in substructure, complete as per drawing and technical specification and steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and 17.46 (P) accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. H) RCC Grade M35, a) Height upto 5m Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.47 Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent).

17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material.

17.55 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 c and Technical Specifications.

Superstructure : 17.58(P) Furnishing and Placing Reinforced/Prestressed cement concrete in super- structure as per drawing and Technical Specification' including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. E) PSC Grade M-40, Case II Using Batching Plant, Transit Mixer and Concrete Pump. (ii) For T-beam & slab, b) Height 5m to 10m

17.59 Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent).

17.61 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

17.62 Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 50029, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spacing of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC., protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

17.64 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications.

17.67 Drainage Spouts complete as per drawing and Technical specification.

17.68 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.

17.69 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

17.77 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).

17.71 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.). (B) For RCC Railing.

16.38 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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 MoSrt&H specifications.

PROTECTION WORK 14.7 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (1) Stone/Boulder.

14.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

14.2 Providing and laying of boulder apron laid in wire crates with 4mm dia. GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm 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.

BRIDGE PROPER 17.4 Excavation for Structures: Earthwork 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 as per MORTH clause No.304. I Ordinary soil, A Manual Means, (I) Without dewatering, (i) upto 3 m depth.

17.4 Excavation for Structures: Earthwork 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 as per MORTH clause No.304. I Ordinary soil, A Manual Means, (I) Without dewatering, (ii) 3 m to 6 m depth.

17.11(B). Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well as per MORTH clause No.304. Assuming depth of water 4.0 m and height of island 4.5 m.

17.11(C ) Providing and constructing one span service road to reach island location from one pier location to another pier location.

17.12 Providing and laying cutting edge mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification as per MORTH clause No.1200 & 1900.

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A) Well curb, (iii) RCC M30 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. B) Well steining, (vii) RCC M30 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. C) Bottom Plug, (ii) PCC M25 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. D) Intermediate Plug, (ii) PCC M25 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. E) Top Plug, (ii) PCC M25 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.13(P) Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. F) Well cap, (ii) RCC M35 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.15 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (i) Depth below bed level upto 3.0 M

17.15 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (ii) Beyond 3m upto 10m depth.

17.15 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iii) Beyond 10m upto 20m depth

17.16 Sinking of 8m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iv) Beyond 20m upto 30 m. a) For sinking, b) For sinking including kentledge

17.15 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (i) Depth below bed level upto 3.0 M

17.15 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (ii) Beyond 3m upto 10m depth.

17.15 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iii) Beyond 10m upto 20m depth.

17.16 Sinking of 7m external diameter well (other than pneumatic method of sinking) through all types of strata, namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A Sandy soil, (iv) Beyond 20m upto 30 m. a) For sinking, b) For sinking including kentledge

17.23 Sand filling in wells complete as per drawing and technical specifications.

17.41 Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500Dbar reinforcement in foundation complete as per drawing and technical specifications. (a) TMT-IS1786 (Fe-500D)Primary Producer (TATA/SAIL/EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)

17.46(P) Plain/Reinforced cement concrete, in substructure, complete as per drawing and technical specification and steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and 17.46 (P) accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. H) RCC Grade M35, a) Height upto 5m Case II With Batching Plant, Transit Mixer and Concrete Pump.

17.47 Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent).

17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material.

17.54 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 c and Technical Specifications.

Superstructure : 17.58(P) Furnishing and Placing Reinforced/Prestressed cement concrete in super- structure as per drawing and Technical Specification' including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. E) PSC Grade M-40, Case II Using Batching Plant, Transit Mixer and Concrete Pump. (ii) For T-beam & slab, b) Height 5m to 10m

17.59 Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent).

17.61 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

17.62 Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 50029, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spacing of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC., protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

17.64 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications.

17.67 Drainage Spouts complete as per drawing and Technical specification.

17.68 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.

17.69 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

17.77 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).

17.71 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.). (B) For RCC Railing.

16.38 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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 MoSrt&H specifications.

PROTECTION WORK 14.7 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (1) Stone/Boulder.

14.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

14.2 Providing and laying of boulder apron laid in wire crates with 4mm dia. GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm 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.

RCC DRAIN CUM FOOTPATH (1.5 x 1.5)M 11.1(i) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil. Upto 3m depth.

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

12.5(A) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 With Crushed Stone, RCC Grade M 20, For height upto 5 m

10.5 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and Technical Specification Clause 1701

17.49 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.

12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i)Granular material.

PRECAST RCC MANHOLE COVER FOR 1.5M WIDE DRAIN CUM FOOTPATH (160 Nos.) 12.5(a) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 With Crushed Stone, RCC Grade M 20, For height upto 5 m

11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

RCC LOAD BEARING DRAIN SIXE (1.5 x 1.5)M 11.1(i) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil. Upto 3m depth.

3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

12.5(A) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 With Crushed Stone, RCC Grade M 20, For height upto 5 m

17.49 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.

12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i)Granular material.

PRECAST RCC MANHOLE COVER FOR 1.5M WIDE DRAIN CUM FOOTPATH (160 Nos.) 12.5(a) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 With Crushed Stone, RCC Grade M 20, For height upto 5 m

11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Utility Shifting, PHE (L/S)

Utility Shifting, Electrical (L/S)

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