|
| 1 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By Mechanical Means). a) Upto 1.50 m. lift Normal Rate b) 1.50 m. to 3.00 m. lift, Add 10% (c) 3.00 m. to 4.50 m. lift, Add 20% (d) 4.50 m. to 6.0 m. lift, Add 30%. |
| 2 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (a) Upto 1.50 m. lift Normal Rate (b) 1.50 m. to 3.00 m. lift, Add 10% (c) 3.00 m. to 4.50 m. lift, Add 20% (d) 4.50 m. to 6.0 m. lift, Add 30%. |
| 3 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (a) Upto 1.50 m. lift Normal Rate (b) 1.50 m. to 3.00 m. lift, Add 10% (c) 3.00 m. to 4.50 m. lift, Add 20% (d) 4.50 m. to 6.0 m. lift, Add 30%. |
| 4 | Providing and laying in situ / ready mix M.15 plain C.C. of trap metal for cast in situ piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (excluding dewatering by means of pump) and including bailing out water and curing finishing in cm. 1:3 etc. complete. as directed by Engineer in charge basic rate shall be increased for height above 5.00 m in following manners ((a) Height upto 5 M. (with Concrete Mixer.) with fine aggregates of required specifications (VSI sand finely washed etc.) i) Height up to 5 m, normal rate. (ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. (iii) Height 7.50 to 10 m, 7.50 percent extra. (iv) Over 10 m Height, add 10 percent extra for every 2.50 m. rise. |
| 5 | Providing and laying in situ / ready mix M.30 plain C.C. of trap metal for cast in situ piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (excluding dewatering by means of pump) and including bailing out water and curing finishing in cm. 1:3 etc. complete. as directed by Engineer in charge basic rate shall be increased for height above 5.00 m in following manners (a) Height upto 5 M. (with Concrete Mixer.) with fine aggregates of required specifications (VSI sand finely washed etc.) (i) Height up to 5 m, normal rate. (ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. (iii) Height 7.50 to 10 m, 7.50 percent extra (iv) Over 10 m Height, add 10 percent extra for every 2.50 m. rise. |
| 6 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 7 | Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. |
| 8 | Providing and laying weep holes of 100 mm. diameter PVC pipes as per drawing for abutment returns, return walls etc. complete. |
| 9 | Providing and fixing stream lined M.20 grade RCC guard stone including M.S. bar reinforcement etc. complete. |
| 10 | Providing selected hard murum filling including laying in layers of 15 to 20 cm. with watering and compacting etc. complete. |
| 11 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 12 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc.', having rectangular shape of 1.20 x 0.90 m. size made out 18 gauge (1.25 mm.) thick M.S. sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S. angle of size 35 x 35 x 3 mm. frame with properly cross braced M.S. angles of size 35 x 35 x 3 mm. duly painted including two M.S. angle iron posts of size 65 x 65 x 6 mm., 3.65 m. long painted with alternate black and white bands of 25 cm. width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 x 60 x 75 cm. including, excavation, refilling, transportation, and labour etc. complete. |
| 13 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 14 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material |
| 15 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/ base course on wellprepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 16 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 Kilogram/Square Metre using mechanical means. |
| 17 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 18 | BITUMINOUS CONCRETE: - Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30-40 mm compacted thickness with specified grade of Bitumen Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates) |
| 19 | Supplying hard murum/ kankar at the road site, including conveying and stacking & spreading & compacting etc |
| 20 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. Please Enable Macros to View BoQ information |
