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| 1 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 |
| 2 | 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 a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 3 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 |
| 4 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MoRTH Specification Clause 301.3.5 Mechanical Means |
| 5 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 6 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 300 mm ID |
| 7 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks |
| 8 | Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000m as per MoRTH Specification Clause 202. |
| 9 | Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with waterat OMC in mechanical mixer (PugMill),carriage of mixed material by tipper to site, laying in uniform layers insub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to100kN weight to achieve the desired density including lighting,barricading and maintenance of diversion,etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406 By Mechanical Means with all lead |
| 10 | Providing and applying primer coat with bitumen emulsion(SS-1)on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 11 | 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 granular surface treated with primer & cleaned with broom as par technical specification Clause 503 |
| 12 | Providing and applying tack coat with Bitumen emulsion (RS1) 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. |
| 13 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder ,transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade ,level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) |
| 14 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading , premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment,rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 15 | 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 minimum @ 5.2 & 5.4 percent of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment,rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 16 | Construction of dry lean cement concrete Sub - base over aprepared sub - grade with coarse and fine aggregate conforming to IS : 383 ,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 , aggregate gradation after blending to be as pertable 600-1 , cement content not to be less than 150kg / cum,optimummo is ture content to be determined during trial length construction , concrete strength not to be less than 10 Mpaat 7 days , mixed in abatching plant , transported to site ,laid with apaver with electron ic sensor , compacting with 8-10 tonnes vibratory roller , finishing and curing. |
| 17 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Slip Form Paver (laying and fixing of 125 micron thick polythene film) and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 should have minimum flexural strengthen of 4.5 MPa, including vaccum dewatering process with all required equipments. (Dowel Bars will be paid seprately). |
| 18 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\"C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 19 | Providing 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.as per MoRTH Specification Clause 804. |
| 20 | Providing and fixing of retro-reflectorised cautionary , mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450 mmx 600mm, 600mm below ground level as per drawings and MoRTH Specification Clause 801 |
| 21 | 800 mm x 600 mm rectangular |
| 22 | 600 mm equilateral triangle |
| 23 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 24 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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. Upto 3 m depth |
| 25 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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. Upto 3 m depth Ordinary rock (not requiring blasting) Upto 3 m depth |
| 26 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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. Upto 3 m depth Hard rock (blasting prohibited) |
| 27 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete Earth, Sand, Lime, Morrum manure or sludge For 5 Km |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703, 2102 & 2104 P.C.C grade M 10 |
| 29 | Plain/reinforced cement concrete in sub structure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C grade M 20 |
| 30 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 31 | Supplying, fitting and placing TMT bar reinforcement in foundation completeas per drawings and MoRTH specifications Clauses 1009,1600 and 2102 : RCC Nala |
| 32 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75mm to150 mm anti corrosive bitumen painted M.S.plate Rimandon M.S. lifting hook admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. |
| 33 | Standard Drain Cover Size 1000mm x 800mm x 100mm : Rcc Nala U/S |
| 34 | Standard Drain Cover Size 1500mm x 600mm x 125mm : Rcc Nala D/S |
| 35 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. : Nala Open Covering |
| 36 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT NIT /Government Engineer College complete in all respect as per specifications : Size 0.75 M x 0.75 M |
| 37 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT NIT /Government Engineer College complete in all respect as per specifications : Size 1.00 M x 1.00 M |
| 38 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavement shaving thickness 80mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x0.30 Mtr x0.15Mtr Edge Blocks. Category 'A' :Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 Please Enable Macros to View BoQ information |
