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| 1 | Item Code [2025 16.28 Dowel bar]:Item Type [building] :: Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC15 & 58 in cluding cutting , placing in position across transverse join t with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 2 | Item Code [2025 3.14]:Item Type [road] :: Construction of sub grade and earth enshoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to requireds lope and compacted to meet requirement of Table 300 - 2 with lead up to 50 m as per MoRTH Specification Clause 305.3 |
| 3 | Item Code [2025 3.5(iii) ]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 |
| 4 | Item Code [2025 4.9 A i]:Item Type [road] :: Providing crushed run stone aggregate greading conforming to table400-14 depositing on aprepared surface by hauling vehicles ,spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates |
| 5 | Item Code [2025 5.1]:Item Type [road] ::Prime Coat Sub Item Code [2025 5.1 + (i)]: Prime Coat 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 |
| 6 | Item Code [2025 5.2 i]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 7 | Item Code [2025 6.1]:Item Type [road] :: Construction of un-reinforced, plaincement concrete pavement M30 (Grade), thickness as per design, over a prepared subbase, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continuous 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 IS9103 to accelerate/retard setting of concrete, improve work ability with out impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick poly thene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, seal ant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-day susing water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccumdewateringprocesswithallrequiredequipments (Dowel Bars will be paid seprately). |
| 8 | Item Code [2025 UNIFIED BSR 3.4 (i)]:Item Type [road] :: Construction of embankment with approved materials obtained from borrow pits with a lift 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 upto 50 m as per MoRTH Specification Clause 305.3 |
| 9 | Item Code [Building BSR 2025 11.1 (i) ]:Item Type [building] :: 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth |
| 10 | Item Code [PWD BSR 2025 12.5 IV.]:Item Type [road] :: Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C. grade M 25 cross raft , wall , slab etc |
| 11 | Item Code [road 2025 10.20]:Item Type [road] :: 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. |
| 12 | Item Code [road 2025 11.8]:Item Type [road] :: Supplying ,fitting and placing TMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 13 | Item Code [road 2025 16.14.2]:Item Type [road] :: 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)) |
| 14 | Item Code [road 2025 16.15.5]:Item Type [road] :: 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) |
| 15 | Item Code [road 2025 4.6]:Item Type [road] :: Providing ,laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site ,laying in uniform layers in sub-base/base course on a well prepared sub- base and compacting with smooth wheel roller of 80 to 100kN 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 |
| 16 | Item Code [road 2025 5.2 ii]:Item Type [road] :: 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 17 | Item Code [unified 2025 6.7 Dry Lean Cement Concrete]:Item Type [road] :: 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. |
| 18 | Item Code [Unified BSR 2025 11.4.1 (1)]:Item Type [road] :: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 Please Enable Macros to View BoQ information |
