Darrang/SDMF/7

Amount

Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. ( a ) In area of non thorny jungle

Excavation for structures (Earthwork in excavation of foundation of structure as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides ands bottom and backfilling with approved material. I) Oridinary soil A) Manual Means (II) With dewatering

Construction of Embankment with approved Material Obtained from Borrow Pits 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 (i) Private Land

Granular Sub -base with Well Graded Material (Table 400.1) By Mix in place method 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 (Hard Shoulder )

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawings. Three MS plates of 1,6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 75mm of 12 SWG sheet tubes post 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 the middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrow, 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

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801. i) 600mm equilateral triangle

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801. i) 600mm circular

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801. i) 800mmx600mm rectangular

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 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.(a) 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Supplying and installation of stone facia unit with integrated tail as secondary reinforcement of length 2m that is made of mechanically woven, double twisted hexagonal shaped wire meshm mesh type 10x12 as per IS 16014: 2018, having D=100mm with tolerence of +/-10%, wire dia ID/OD 2.7/3.7mm, Zinc+ High Abrasion Resistant Polymer class A coated, mechanically edged/selvedged and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular tp twist, with partition at 1m interval etc. (Exclusive of supply and filling of stones) complete as per detailed technical specifications attached and as directed by Engineer in charge. (Analysis Rate ) Size of stone Facia Unit 3x3x1 M (L X B X H)

Providing and laying one layer of Non woven Geo textile 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. completed .

Providing & making Gabion structure with mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2018, MORTH Clause 2500, of required size Mesh Type 10x12 (D=100mm with tolerance of plus-minus 2% ) , Zinc + 10% AI ALLOY+ PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 16 numbers of openings per meter of mesh perpendicular to twist , tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @ by weight of Gabion boxes, as per drawing, all complete as per directions of Engineer in Charge. ( Analysis Rate )

Supplying and laying of drainage composite for use behind walls, between two different fills etc. having three dimensional composite with thermobonding a draining core having " N" configuaration in extruded monofilaments of minimum thickness 8mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm charactersitic opening size (090) of 150 micron and tensile strength of 8.0KN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L/(m.s) at hydraulic gradient of 1.0& 20 kPa pressure and tensile strengthof 28 kN/m with mass per unit area of 1400 gsm, havingminimum creep reduction factor of 1.15 for 100 years life at 100kPa, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials labour etc. complete and as directed by Engineer in charge .

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

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Sandy Soil.

Providing, fitting and fixing mild steel railing complete as per drawings & technical specification

Construction of 4.00m RCC Triple Cell Box Culvert (3mx3m) Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth

Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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

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

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

Plain/Reinforced cement concrete in open foundation complete as per drawings and technical specifications including steel shuttering formwork II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent) air-entraining and water reducing plasticiser. E. RCC Grade M25 .(i) Using concrete Mixer (ii) With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement in foundation Supplying, fitting and placing TMTIS:1786 (Fe-500 D) bar reinforcement in foundation complete as per drawings and technical specifications (a) TMT-IS1786(Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel?Shyam steel.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications and steel shuttering formwork F) RCC Grade M25 a) Height upto 5m Case II With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement in Sub-structure: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/ BISCON/THERMAX or equivalent) in substructure complete as per drawings and technical specifications Clauses 1002, 1005,1010 & 1202

Furnishing and Placing Reinforced /Prestressed cement concrete in superstructure II Using Batching Plant, Transit Mixer and concrete Pump (i) For solid slab super-structure a. Height upto 5m

Reinforcement in Superstructure: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in super-structure including splicing complete as per drawings and technical specifications (a) TMT-IS1786(Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel?Shyam steel.

Mastic Asphalt Wearing Course Providing and laying 12mm 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 antiskids surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of 0.005 cum per 10sqm and at approximate spaciong of 10cm centre to centre in both directions, pressed into surface when temperature of the surfaces not less than 100 degC, protuding 1mm to 4mm over mastic surface, all complete as per clause 515

Drainage Spouts complete as per drawings and technical specifications

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequat space.

PCC M15 Ordinary grade (1:2.5:5) leveling course below approach slab as per drawing and technical specifications Clause 800 and 1211 A. With crushed stone i. Nominal mix (1:2.5:5)

Reinforced Cement Concrete M 25 Grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 A. With crushed stone

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8I. Granular material

Construction of RCC Drain cum Footpath ( 1.20m x 1.50m): Excavation for structures ( Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing,, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material. I) Oridinary soil A) Manual Means ii) With dewatering

Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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

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

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

Reinforcement in Sub-structure: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawings and technical specifications Clauses 1002, 1005,1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 & 1204 A. With Crushed Stone (III) RCC grade M 25. (i) For height upto 5m ii) Batching plant Transit mixer and Concrete pump.

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8I. Granular material

Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Supplying, fitting and fixing MS Frame to Encaged the Manhole Cover in Drain complete as directed by the department.

Vetting Charge 1% for IIT Guwahati Quated rate of bidder at column No. 13 should be same as mentioned in the column (6)

Providing Non-Structure Measures complete as directed by the department.

Rang Private Limited (BID ID -289445)