|
| 1 | 1. Cleaning & Grubbing & DismantlingClearing 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 use dor auctioned, upto a lead of 1000 m Including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual means A) In area of non thorny jungle |
| 2 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202) I) By Manual MeansC) Reinforced Cement Concrete grade |
| 3 | 2. E/W in core and sub-grade and shoulderConstruction of Embankment with Material Obtained from Borrow PitsConstruction 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 p g q p1000 m as per Technical Specification Clause 301.5(i) Private Land |
| 4 | Construction of Subgrade and Earthen ShouldersConstruction 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 upto1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 5 | 3. G.S.B. Gr- II(A) By Mix in Place MethodConstruction 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 401G.S.B. Gr-II (150 mm) |
| 6 | 4. WBM Gr-IIIWater Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking rolling with smooth wheel roller 80-100 kN in stages to proper handpacking, rolling with smooth wheel roller 80-100 kN 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 MeansII) Grading II b) Using Screening Type -B (112.2 mm Agg.)WBM - II (75 mm) |
| 7 | 5. WBM Gr-IIIWater Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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 II) Grading III b) Using screening Type -B (11.2 mm Agg.)W.B.M - III (75mm) |
| 8 | 6. Primer Coat and Tack CoatProviding 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 502i) Low porosity |
| 9 | Tack CoatProviding 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 |
| 10 | 7. S.D.B.C.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 aggregates of specified grading, pre mixed 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 & Hcl. no.508.complete in all respect. including carriage of mixed materials upto 10.0 Km initiallead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) ii) With rock dust as filler (refer table 500-9 of MoSRT&H specification)A. With 60/70 or VG-30 grade bitumen(ii) for grading II (10 mm nominal size) |
| 11 | 8. Signboard, Traffic Sign and Km StoneProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 2nos.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 600mm, 600 mm below groundlevel. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllMS. will bestove 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 |
| 12 | 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 groundlevel as per drawings and Technical Specification Clause 801(ii) 60 cm equilateral triangle |
| 13 | iii) 60 cm circular |
| 14 | iv) 80 cm x 60 cm rectangular |
| 15 | v) 60 cm x 60 cm square |
| 16 | Kilometre StoneReinforced 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 1703ii) Ordinary kilometer Stone (Precast) |
| 17 | iv) 200 m stone (precast) |
| 18 | 9. Road Marking and StudRoad Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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 |
| 19 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 20 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone 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 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. |
| 21 | 10. Plantation of treesPlanting 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 guatrd and maintaining the plants for three year. |
| 22 | 11. RCC Box Cell Culvert :- 1/11/0, L - 7.50 m, 1 No. Earthwork in excavation for structure 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soili) Upto 3.00 m depth |
| 23 | Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9I. Sand Filling |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications cluases 802,803,1202 & 1203I. PCC 1:3:6 in foundation |
| 25 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical speciffications Clauses 802,803,1202 & 1203A) With crushed Stoneiii) PCC Grade M20i) Nominal mix 1:2:4 |
| 26 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 807, 1202 and 1204 A) With Crushed StoneIV) RCC Grade M25i) Height up to 5m slab (bottom) |
| 27 | Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification clauses 800, 1205.4, and 1205.5 |
| 28 | Supplying. Fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer : TATA/SAILEsser Steel/Jindal Shyam Steel/RINL) in substructure complete as per drawings and technical specifications 1002, 1005, 1010 & 1202 |
| 29 | Supplying. Fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer : TATA/SAILEsser Steel/Jindal Shyam Steel/RINL) in substructure complete as per drawings and technical specifications 1002, 1010 & 1202 |
| 30 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical Specifications clauses 800 and 1206.3 A. With Crushed stone : |
| 31 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 7709, 1204.3.7 |
| 32 | Back filling behind abutment, wig wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 A. Granular Materials |
| 33 | Providing and laying curtain walls complete as per drawing and Technical Specifications clause 1304iii) Cement concrete grade M10 |
| 34 | Painting two coats including primer coat after filling the surface with synthetic enamel paint I all shades on new, plastered/ concretes surfaces as per drawing and technical specification clause 1701 Please Enable Macros to View BoQ information |
