Lakhimpur/SDMF/7

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 etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A Lead upto 100 m i Girth above 300 mm to 600 mm

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

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

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 I Material

16.3 Wooven Jute Geo Textile for River Bank Protection: (Supplying, testing and installation of 100cm wide woven jute geotextiles(JGT) 627 gm/sq.m posseing tensile strength of 20kn/m (+10%,-5% tolerance) with a porometry around 150 to 400 microns and thickness 2 mm for application in river bank protection work. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured by U shaped MS staples (11 gauge)/ round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-incharge). (Rates F.O.R Guwahati)(Coir Geotextile to be used in place of Jute Geo Textile)

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including prenixing 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 Cum 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. By Mechanical Means with 1 km lead

1( Prime Coat i) Low porosity 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

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. lavel grade, 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.) (a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) B With Polymer modified bitumen 70 (ii) for Gradingll(19 mm nominal size)

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, lavel 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.) A With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) B With Polymer modified bitumen 70 (ii) for Grading II (13 mm nominal size)

Providing and fixing of typical 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 * 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm * 25mm * 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 * 450mm * 600mm 600mm below Ea ground level. The top most diamond plate will be welded to middle plate by 47mm * 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

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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i)900mm equilateral triangle

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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600mm circular

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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 800mm x 600mm rectangular

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)

Providing 'Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from H bottom of shank to the top of stud) with detachable battery, 020-m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud

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.

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. 1) Ordinary soil (i) up to 3m depth

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification Clause 8002,803,1202&1203 (A)With Crushed Stone (I) PCC Gr M10 Nominal Mix 1:3:6

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification 8002,803,1202&1203 (A)With Crushed Stone (II) PCC Gr M15 Nominal Mix 1:2.5:5

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification Clause 8002,803,1202&1203 (A)With Crushed Stone (IV) RCC Gr M20 Nominal Mix 1:2:4

Plain/Reinforcement cement concrete, in Sub-structure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204. (A.) With Crushed Stone .R.C.C. Grade M20.(III) (i) Height up to 5 m

Supplying, fitting and placing TMT (Fe-500) reinforcement bar----in foundation complete as per drawing and technical specification Clause 1000 & 1202.

Supplying, fitting and placing TMT (Fe-500) reinforcement bar in substructure complete as per drawing and technical specification Clause 1002,1005,1010 &1202.

Providing and laying cement Concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification Clause 1206.3. V (A) With Crushed stone

Drainage spouts complete as per drawing and technical specifications clause 1209

Construction of RCC Railing of M-25 grade in cast in situ with 20mm nominal size aggregate, true to the line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm leaving adequate space between posts for expansion complete as per approved drawing and technical specifications Clause 800,900 & 1208.3

Providing apressure relief pipes of 100 mm dia in bottom slab of box cell culvert on filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7

Providing weephole in brick massonary/stone massonary, plain cement concrete abutment wall,wing wall return wall with 100 mm dia pipes extending through the full width of the structure with slope 1 in 20 etc as per drawing and technical specification clause 614,709,1204.3.7

Providing and laying of boulder apron laid in wire crates with 4mm dia Gl wire conforming to 15:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally including 10 percent extra for C laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

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

Supply, Stitching and Laying of Non wooven Geotextile Fabric sheet of 400 gsm

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03 m x 0.70 m) made of Geotextile non woven fabric sheets of 400 GSM manufactured from polyster/polypropylene conforming to relevant ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geobags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Non-structural measures Local Awareness Programme Providing , arranging local awareness programme complete as directed by the Department.

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

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