TN_17_48

Amount

Item No. 2.2 :- Clearing and Grubbing of road|| land including up rooting vegetation grass, bush, shrubs, saplings & trees of girth up to 300mm, removal of stumps, of such trees cut earlier and disposal of unserviceable materials and staking Jof serviceable materialto be usedor auctioned. Upto a lead of 1000 mm including removal and diposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (1) By Manual Means: (A) In Area of Non- thorny Jungle.

Item No. 3.4 :- Construction of embankment| with approved materials obtained from borrow pits with a lift up to 1.5 m , transporting to site , spreading grading to required slope and compacting to meet| requirement of Table 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5. (i) Private Land

Item No. 3.14 :- Construction of Sub-grade & earthen shoulders with approved materials Jobtained 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 up to 1000m as per Technical Specification Clause 303.1 (i) Private Land

Item No. 4.1(A) :- Construction of granular Subbase 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

Item No. 4.7/2 :- Providing laying, spreading| and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand Ipacking, rolling with three wheel 80-100 KN in static roller in stage to proper grade and camber, a pplying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading - II as per Technical Specification Clause 405. (A) By Manual Means.

Item No. 4.7/3:- Providing laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN in static roller in stage to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the |interstices of coarse aggregate watering and compacting to the required density grading - III as per Technical Specification Clause 405. (A) By Manual Means.

Item No. 5.1 :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing 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. (i) Low Porosity.

Item No. 5.2 :- (i) 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.

Item No. 16.10 :- Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed agg. of specified grading, premixed with bituminous binder @ 4.5 to 5% 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. 508. complete in all respect. c) With rockdustas filler (refer table 500-9 of MOSRT&H specification) b) (1)'with 60/70 or VG-30 grade bitumen (i) For grading-II (10mm nominal size)

Item No.10.10 :- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8-8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii) Ordinary kilometer stone (precast)

(iii) 200m stone (precast)

Item No.10.16 :- Providing and fixing of typical Citizens 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

Item No.10.2/A :- 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 1.5mm thick suported on a mild steel angle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per approved drawing and technical specification clause 801. (ii) 60 сm equilateral triangle

(iii) 60 cm Circular

Item No. 8.13/803 (SH) :- 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.

RCC SLAB CULVERT 6.00 M SPAN 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. 1. Ordinary Soil. (i) Upto 3.0m depth.

11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202&1203 B. With Natural Gravel (I) PCC Grade M-10 Nominal mix 1:3:6

11.4 Providing concrete for plain/reinforced concrete in open foundations ete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With Natural Gravel (III) PCC Grade M-20 Nominal mix (1:2:4)

13.1. Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel (III) For Design mix RCC M 20 (a) Height upto 5.0 M

13.10. Drainage spouts complete as per drawing and technical specifications Clause 1209

13.16. (iv) Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

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

12.9. 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

13.6. Construction of RCC railing of M-25 Grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm as per drawing and technical specifications clauses 800, 900 and 1208.3.

13.5. Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (A) With Crushed Stone

SANATAN DAS