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| 1 | 15.2: Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per techincal specification Clause 1903. |
| 2 | 15.12: Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specification Clause 1914. |
| 3 | 15.5: Maintencance of WBM road including filling up of pot holes, ruts and rectifying corrugeted surface, damaged edges and revelling as per technical specification Clause 1906. |
| 4 | 3.2: Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 5 | 3.4: Construction of embankment with approved material obtained from borrow pits with a lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead up to 1000m as per Technical Specification Clause 303.1(I) From Private Land. |
| 6 | 4.1(A): 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. |
| 7 | 4.7(ii): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages 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-II as per Technical specification Clause 405. (A) By Manual Means |
| 8 | 5.1(i): 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.(Provided only on WBM surface) |
| 9 | 5.2(ii): 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 on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. |
| 10 | 5.3(i) : Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch 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 hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tendem 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.) |
| 11 | 16.38: Providing and laying of hot apllied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC:35. The finished surface to the level, uniform and free from streaks and holes and conforming to the MoSRT&H specifications. |
| 12 | 16.43: 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 producers recommended by the manufactures with three months replacement warranty and free maintenance. |
| 13 | 16.28: RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long eracted 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stome 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 0.75 from 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. |
| 14 | 10.2 A(i): 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm x 600 mm below ground level as per drawings and technical Specification Clause 801.(iv) 800mm x 600mm rectangular |
| 15 | 10.10: 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) |
| 16 | 10.10: 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.(iii) 200 m stone (precast) |
| 17 | 16.60: 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 maintening the plants for three year. |
| 18 | 15.10(ii): Repairing of RCC railing to bring it to the original shape, cleaning and repairing as per drawings and technical specification Clause 1911. |
| 19 | Construction Culvert, Span 1 X 6.00M:11.1: Earthwork in excavation for structures as per drawing and technical specification 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 in trenches with excavated suitable material.I. Ordinary Soil Upto 3 m depth |
| 20 | 11.4, B, i: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M10 Nominal Mix (1:3:6) |
| 21 | 12.1: Brick masonary work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204.ii. In 1:4 Cement mortar |
| 22 | 12.3: Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 23 | 12.5(ii): Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204.A. With Crushed StoneII. P.C.C. Grade M20 (I) Nominal Mix (1:2:4) |
| 24 | 12.5(iv)(i): Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204.A. With Crushed StoneIV. R.C.C. Grade M25 (i) Height upto 5M |
| 25 | 12.6(b): Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 26 | 12.9: Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutement, 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 speicification Clauses 614, 709, 1204.3.7. |
| 27 | 12.10: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.ii). Sandy material |
| 28 | 13.5: Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.B. With Natural gravel |
| 29 | 13.10: Drainage spouts complete as per drawing and technical specification Clause 1209. |
| 30 | 13.16(iv): Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight. |
| 31 | Construction of Speed Bump (8 Nos.):3.5: Excavation fopr roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) |
| 32 | 4.1: 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. |
| 33 | 4.7: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages 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-2 as per Technical specification Clause 405. (A) By Manual Means |
| 34 | 4.7: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages 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-3 as per Technical specification Clause 405. (A) By Manual Means |
| 35 | 5.1: 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.Low porosity |
| 36 | 5.2: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg/sqm on the prepared on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. |
| 37 | 5.3: Providing, laying and rolling of built-up spray gout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505. |
| 38 | 16.38: Providing and laying of hot apllied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC:35. The finished surface to the level, uniform and free from streaks and holes and conforming to the MoSRT&H specifications. Please Enable Macros to View BoQ information |
