Construction of approach road from NH37 to Sivsagar Medical College

Amount

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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.1 i) By mannual means A) In area of non thomy junggle

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Construction of embankm.ent 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

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 (Mannual shuold be used where machine can not be deployed due to site condition) ii) Excavation in soil with Dozer with lead upto 100m ...

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 402 (initial lead of 5km) Gr-II Material.

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, ete as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

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 kg/sqm. Using machnical means as per Technical Specification Clause No.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/sqm. On the prepared granular surface treated with primer & cleaned with hydrolic 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. 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.) (b) With rock dust as filler (refer table 500-9 of MoST&H specification. B.with Polymer modified bitumen 70 I)for Grading I (40 mm nominal size ) ... Qty as per Qnty Statement

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 MoRT&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 rock dust as filler (refer table 500-9 of MoRT&H specification) (I With 60/70 or VG-30 grade bitumen (i) for Grading-I (19 mm nominal size ) ...Qty as per Qnty Statement

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 guard and maintaining the plants for three year.... Qty as per Qnty Statement

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 (80% of the length is considered)... Qty as per Qnty Statement

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.

Providing Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (frombottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional 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).B.Bi-directional Stud-

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 600 mm equliteral triangle.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 600 mm Circular

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 600 mm *450mm rectangular

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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, 150x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.Im 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.)

Providing, fitting & fixing in position of Ornamental Iron Grill at Footpath

Supplying & installation of antique design Street Light for through both sides of the road with underground cabling

Chequed Tiles on footpath(as per Qnty Statement)

2.00m wide Road Meridian Plain/reinforced concrete in sub structure complete as per drawing and Technical Specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. 1)PCC Grade M15

Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, sproad, slopped and compacted as per clause 407).

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface

Providing, fitting and erecting pre fabricated railing of STRUCTURAL materials having size of 2.00x0.90M in panels made of 25x25x2.6/40x40x2.6 vertical bars and 40x40x2.6/32x32x2.6 horizontal bars.The two end posts of each panel are founded with M-15 cement concrete up to a depth of 200mm with anti corrosive primer and paint etc. complete as per approved drawing and technical specification as directed..

Box Culvert: 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. I. Ordinary soil Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C Grade M10

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed PCC grade M15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed RCC grade M20

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A)With Crushed Stone I)P.C.C grade M 15

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

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I) R.C.C grade M 20, Height upto 5 M

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 2000 mm, leaving adequet space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in t 57,715.00 superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 800 and 1206.3 ( With crushed stone)

Drain: Earthwork in exavation for foundation of structure as per drawings and technical specification clause 307 including setting out construction of shoring and bracing deleterious matter, dressing of sides and bottom and backfilling with approved material (Rate as per item No. 11.1 of Chapter 11).

Bedding of pipe. A) Type A (concrete cradle) Bedding ii) Laying ( First Class) bedding on well compacted approved granular material as per clause 1105

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Sandy Soil

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C Grade M20 using concrete mixer

Supplying, fitting and placing MS Bar (Fe-500 ) 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

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

M/S K. C. CHHAWCHHARIYA (BID ID -273308)