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| 1 | Yowakhrai para to Birmohan para ,package No-TR-04-198,Link No-L034 |
| 2 | A. SH: SITE CLEARANCE & SETTING OUT |
| 3 | 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 of1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specificationclause 201 . i) By Mechanical Means A) In area of non-thorny jungle |
| 4 | Setting out (As per drawing enclosed) with Reference pillars on both sides of the Formation width Burjees @ 50m interval using PCC with jhama brick aggregate for all classes of soilincluding marking of centre line, setting out curves and recording of levels etc. |
| 5 | Construction of Embankment withMaterial Obtained from Roadway Cutting |
| 6 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 7 | (A)For spreading beyond 100 m |
| 8 | (B)For spreading within 100 m |
| 9 | (i)Excavation in Cutting in soil by manual means with lead upto 50 m |
| 10 | Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3 |
| 11 | (ii)Excavation in Soil with Dozer with lead upto 100 m. |
| 12 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 |
| 13 | (iii)Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 14 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 15 | Construction of sub grade and earthen shoulder: Construction of subgrade& Earthen Shoulder 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 300.2as per Technical Specification clause-303.1. (B) With approved materials obtained from roadway cutting |
| 16 | Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate |
| 17 | By Mix in Place Method |
| 18 | Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (B)For Grading - II Material ( Jhama brick aggregate ) |
| 19 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate |
| 20 | 2. WBM grading II |
| 21 | Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(B) By mechanical means |
| 22 | 3.WBM grading 3: |
| 23 | Providing, laying, spreading and compacting jhamma aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screeningto fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means |
| 24 | 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 |
| 25 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 26 | 20 mm thick Open-Graded Premix Carpet using Cold mix technology |
| 27 | Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Cold Mix Technology to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508 |
| 28 | Seal Coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510:By Manual Means(with Bitumen S-65) type D |
| 29 | Surface Drain |
| 30 | Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) mechanical means. |
| 31 | Road side pucca Drain: Construction of road side pucca drain in ordinary soil with M10 (1:3:6) with jhama brick aggregate to specified lines, grades, levels anddimensions as per approved design and technical specification clause 307, 1606. Excavated material to be used in embankment at site.(B)Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm |
| 32 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. (i)Ordinary Soil:Upto 3 m depth |
| 33 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204. ii) Brick masonry in 1:4 cement mortar |
| 34 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 35 | Providing weepholes in brick masonry Toe wall with100 mm dia AC pipe or PVC pipe (110mm OD of 6.0 kg/cm presssure)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 Cl. 614,709, 1204.3.7 |
| 36 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.(ii) P.C.C grade M 15:Nominal mix (1:2.5:5) |
| 37 | Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.(i) P.C.C grade M 15:Nominal mix (1:2.5:5), In Coping |
| 38 | 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 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 |
| 39 | ii) 600 mm equilateraltriangle aluminium sheeting |
| 40 | iii) 600 mmcircularaluminium sheeting |
| 41 | iv)800 X 600 mm rectangular aluminium sheeting |
| 42 | Reinforced cement concrete M15grade 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 |
| 43 | ii) Ordinary Kilometer Stone (Precast) |
| 44 | iii) 200 m stone (precast) |
| 45 | Construction of R.CC guide posts of 200mm dia and total 600mm long (300mm below G.L ) M15 grade (with jhama bricks ) Cane in situ with 20 mm nominal size aggregate, true ton line and grade, Tolerance of vertical RCC post note to exceed 1in 500 as per drawing and T/special fication on clause 1401.6 |
| 46 | (a) In ordinary soil |
| 47 | (I) Providing and Fixing \"Logo\" of PMGSY Project 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 25 mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mmof 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 |
| 48 | (II) Providing and fixing\" Citizen\"s Information Board of PMGSY/Bharat Nirman Project:Providing and fixing of typical Citizens\" Information Board with Logo as per MORD specifications and drawing. Two M.S plates of 2.0mm thick MS sheet duly welded with M.S flat iron 50mm x 5mm sizeon back on edges. The flat iron frameof the lower most plate and flat iron frame of middle plate will be welded to 2 nos 76.1mm OD(vertical) steel tube posts { as per IS:1161-1979, medium classd} duly embedded in cement concrete m145 grade blocvks of 600mmx600mmx750mm, 750mm below ground level.All M.S will be stove enemeled 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 tub and flats e will be painted with primer and two coats of epoxy paint as per drawing and specificationClause 1701 and Annexure 1700.1 |
| 49 | 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 suitablematerial.I. Ordinary Soil |
| 50 | (i) Upto 3 m depth |
| 51 | Providing M 15 concrete for plain /Reinforcement concrete in open foundation complete including formwork as per drawings and technical specifications clauses 802,803,900,1202,1203. |
| 52 | Brick masonry work in 1:4 cement mortar in Wing Wall, Return Wall etc complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii In 1:4 cement mortar |
| 53 | Plasteringwith cement Morter (1:4) 15 mm thick on Brick work in wing wall, Return Wall etc. In substructure as per tecnical specification clause 613.4 & 1204 |
| 54 | Plain/ reinforced cement concrete in substructure complete as per drawing & technical specificationCl-802,804,805,806,807,1202 & 1204 |
| 55 | (i) PCC gradeM 15 Below Base Slab |
| 56 | (vi)RCC Grade M25 |
| 57 | Supplyingfitting and placing HYSD bar |
| 58 | Supporting, fitting and placing HYSD bar reinforcement (Fe-500) in substructure completed as per drawing and technical specification clauses 1002,1005, 1010, and 1202. |
| 59 | (i) HYSD Bar - RCC Box |
| 60 | Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specifications Clauses 800, 900,1205.4 and 1205.5 |
| 61 | (ii) In RCC grade M25 |
| 62 | Supplyingfitting and placing HYSD bar |
| 63 | Supporting, fitting and placing HYSD bar reinforcementin superstructure completed as per drawing and technical specification clauses 1002, 1010, and 1202. |
| 64 | Weep hole |
| 65 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipeor PVC pipe ( 110mm OD of 0.6 kg/cm pressure) 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 Cl. 614,709, 1204.3.7 |
| 66 | Drainage spout |
| 67 | Providing and fixing in possition Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 68 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cementconcrete ( using jhama brick aggregate ) as per drawing and technical specification Clause 1301 ( rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks.) |
| 69 | Printing Two Coats on New Concrete Surface |
| 70 | Painting two coats including primer coat after filling the surface with synthetic enamal paint in all shades on new, plastered/ concrete surface as per drawing and technical specification on pillars for inscribing structure |
| 71 | Printing New Letters & Figures of any Shade |
| 72 | Printing New Letters & Figures of any Shade with synthetic enamal paint black or any other approved colour to give an even shade as per drawing and technical specification clause 1701 in English or Roman Hyphens,Commas and the like not to be measured and paid for details for 100 letters of 160mm height i.e 1.6m |
| 73 | Maintenance |
| 74 | Total for 1st year maintenance (including 18% GST) |
| 75 | Total for 2nd year maintenance (including 18% GST) |
| 76 | Total for 3rd year maintenance (including 18% GST) |
| 77 | Total for 4th year maintenance (including 18% GST) |
| 78 | Total for 5th year maintenance (including 18% GST) |
| 79 | ● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above. |
