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| 1 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils. |
| 2 | Picking the road surface including sectioning, excetra complete. (Black topped surface) |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate) |
| 4 | Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100 percent crusher broken metal with conical crusher plant, heating and spraying the bitumen of of specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Excluding picking of existing water bound macadam surface. (Using VG-30 bulk bitumen) |
| 5 | Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100 percent crusher broken metal with conical crusher plant, heating and spraying the bitumen of specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen) |
| 6 | Proving and laying bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80 / 100 milimetre compacted thickness with 3.3 percent specified Bitumen (Asphalt Grade 60/70). - Using 80 tonnes per hour Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, vibratory roller ( VG-30 bulk bitumen rates are considered to arrive at rates) |
| 7 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING Batch mix type hot mix plant with SCADA, Paver and Vibratory roller( over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) including waste plastic to be used in bituminous treatment as per IRC Sp-98 -2013 @ 8% by weight of bitumen |
| 8 | Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On dry / hungry black topped surface at the rate of 3.0 killogram per 10 square metre. (Using VG-30 bulk bitumen) |
| 9 | Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete. |
| 10 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. |
| 11 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. |
| 12 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete. |
| 13 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 900 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND). |
| 14 | 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 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel 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 excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 16 | Providing and fixing steel pipe delineators of 10 centimetre in diameter and total height of 130 centimetre, provided with 2 strips of white retroreflective sheeting of size 5 centimetre X 32.5 centimetre each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 centimetre. X 32.5 centimetre fixed horizontally at top, with mild steel round cap having diameter 11 centimetre. and wire mesh at top (10 guage thick) and height of wire mesh 15 centimetre, mild steel hold fast 6 milimetre thick with 35 centimetre in length, fixing the delineators in cement concrete 1:4:8 concrete block of size 25 centimetre X 25 centimetre X 45 centimetre with necessary excavation, excetra complete. |
| 17 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and Abstrone Butadyne Styrine moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular number RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete asdirected by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retroreflectance of the reflecting panel, to the Engineer |
| 18 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road / ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 milimetre X 75 milimetre X 5 milimetre spaced 2 metre center to centre, 1.8 metre high, 1.1 metre below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to Indian Standard 1367 and Indian Standard 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 milimetre X 75 milimetre X 5 milimetre, 330 milimetre long complete as per clause number 810. |
| 19 | Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 milimetre X 100 milimetre rectangular or 75 milimetre diameter Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress 79 and the drawings |
| 20 | Providing and fixing road junction/ information sign boards of size 1.80 metre X 0.90 metre prepared 16 guage aluminium sheet on frame of size 35 milimetre X 35 milimetre X 5 milimetre with cross bracing of size 35 milimetre X 35 milimetre X 5 milimetre including bonded with Indian Road Congress Specified colour of retro-reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, Indian Road Congress Specified colour retro-reflective cutout border and messages having pressure sensitive adhesive having border and messages in Indian Road Congress Specified colour background including two angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in- charge excetra complete. Aluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting. |
| 21 | Providing and fixing N.H./ S.H. Route Marker size 60 centimetre X 45 centimetre with one number direction plate of size 30 centimetre X 25 centimetre prepared on 16 gauge mild steel sheet including painting with one coat of zinc cromate stoving primer and two coats each of white and green back ground and back side gray stove enamelled, bonded with cut out of red retro-reflective sheet Engineering grade, border / letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat retaining 100 percent reflection including one number of mild steel angle iron post of size 50 milimetre X 50 milimetre X 5 milimetre of 3.65 metre long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 centimetre. fixing board and post with 4 numbers of high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in-charge, excetra complete. Mild Steel Route Marker with Engineering Grade. |
| 22 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Mechanical Means) |
| 23 | Providing and laying in situ / ready mix / ready mix M-10 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with artificial sand) (using ARTIFICIAL SAND). |
| 24 | Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate ( Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND). |
| 25 | Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. |
| 26 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-4 of 1200 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND). |
| 27 | Providing cast in situ / ready mix block of M-15 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with fine agreegates of required specifications ( VSI sand finely washed etc ), cement 4.05 bags/cumt) (using ARTIFICIAL SAND). |
| 28 | 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 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. |
| 29 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige 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 - I material. |
| 30 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate) Please Enable Macros to View BoQ information |
