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| 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 /manaual Means) |
| 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 meter lift Normal Rate |
| 3 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50 meter to 3.00 meter lift, Add 10Percentage |
| 4 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50m to 3.00meter lift, Add 10Percentage |
| 5 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.c) 3.00m to 4.50meter lift, Add 20Percentage |
| 6 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50 meter to 3.00 meter lift, Add 10Percentage |
| 7 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.c) 3.00 meter to 4.50 meter lift, Add 20Percentage |
| 8 | Excavation for foundation in hard rock by controlled blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 9 | Dewatering on BHP basisby using water pump including diversion of stream, providing cofferdaMild Steel, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 10 | Providing and laying in situ / ready mix / ready mix Mix-15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) |
| 11 | Providing and laying in situ / ready mix Mix-30 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu 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 bailling out water and curing finishing inCement Morter 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 Meter in followinh manners (a) Height upto 5 Meter. (With Concrete Mixer)With fine agreegates of required specifications ( Vertical Shaft Index sand finely washed etc ) |
| 12 | Providing and laying in situ / ready mix Mix-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solid piers,column 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 formwork, centering ( excluding dewatering by means of pump) and including bailling out water and includingCement Morter 1:3 curing complete. a) Height upto 5 Meter. (With Concrete Mixer) |
| 13 | Providing and filling annular space around footing in rock by using concrete of Mix-15 grade etc. complete. |
| 14 | Providing and laying in situ / ready mix controlled Mix-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing inCement Morter 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( Vertical Shaft Index sand finely washed etc ) |
| 15 | Providing and laying in situ / ready mix Mix-40 cement concrete of trap / granite / quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing inCement Morter 1:3 and curing complete (Excluding reinforcement) Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( Vertical Shaft Index sand finely washed etc ) |
| 16 | Supplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per drawing and technical specifications andIndian Road Congress:83 (Pt-II) section IX and clause 2005 of Ministry Of Road Transport And Highway specifications etc. complete. |
| 17 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as perIndian Road Congress: 83 part I and II respectively and other parts conforming to BS:5400, section 9.1 and 9.2 and clause 2006 of Ministry Of Road Transport And Highway specifications as per drawing and approved technical specifications etc. complete. |
| 18 | Providing and laying in situ Mix-40 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for PSC work in main/ cross girders, diaphraMild Steel etc. including raring, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based Programable Logic Controll with Supervisory Control and Data Acquisitio enabled concrete batch mix plant / pan mixer with natural sand) i) Height up to 5 Meter, normal rate. |
| 19 | Providing and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimate strength, standard end anchorages, cable ducts, grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. |
| 20 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 Mili Meter to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and standard specifications etc. complete. |
| 21 | Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete Mix- 30 Grade concrete with HYSD reinforcement conforming toIndian Road Congress:21 and dowel bars 25 Mili Meter dia, 450 Mili Meter long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it isbuilt and installed as per design given in the enclosure to MOST cIndian Road Congressular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 |
| 22 | Providing, cutting, bending, hooking, tying and laying in position Thermo mechanically treated FE 500 steel bars for reinforcement for all Reinforeced Cement Concrete works as per detailed drawings etc. complete. |
| 23 | Providing and laying weep holes of 100 Mili Meter diameter Poly vinhyl Chloride pipes as per drawing for abutment returns, return walls etc. Complete. |
| 24 | Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry Of Road Transport And Highway specifications to a thickness of not less than 600 Mili Meter 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. |
| 25 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 26 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 27 | Providing and fixing 90 Centi Meter x 60 Centi Meter Marble plate engraving 10 Centi Meter. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 28 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 meter. including all lifts, laying in layers of 20 Centi Meter. to 30 Centi Meter. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 Percentageof standard proctor density etc. complete ( Material obtained from Other sources) |
| 29 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator atOptimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
| 30 | 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 Materials to fill up 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) Mili Meter Aggregate) |
| 31 | 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 Materials to fill up 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 Mili Meter) Aggregate) |
| 32 | Providing and constructing 75 Mili Meter. thick Modified Penetration Macadam (Modified Penetration Meccadum) road surface including all materials, preparing the existing road surface, spreading 40 Mili Meter. stone metal layers 30Percentagecrusher broken metal + 70PercentageHand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2Kilo Gram/Square Meter, spreading 12 Mili Meter.size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing Water Bound Meccadum surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 33 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on Bitumen Type. surface 2.5Kilo Gram/10 Square Meter.(Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 34 | 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 0.60Kilo Gram/Square Meter using mechanical means. |
| 35 | DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 Percentageby weight of total mix and filler, transported at 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 Mili Meter compacted thickness with drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as perIndian Road Congress-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system andProgramable Logic Controller for Drum Mix plant ,Sensor paver, and Vibratory roller etc. complete --Bitumen Viscosity Grade-30 grade with stone dust filler (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 36 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40Percentageby weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50Mili Meter compacted thickness with drum mix plant with Supervisory Control and Data Acquisition, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 37 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 38 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 39 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 40 | 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 meter x 0.90 meter size made out 18 gauge (1.25Mili Meter) 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 etc. with approved colour shade paint complete, on Mild Steel angle of size 35 x 35 x 3 Mili Meter frame with properly cross braced Mild Steel. angles of size 35 Mili Meter x 35Mili Meter x 3Mili Meter duly painted including Two Mild Steelangle iron posts of size 65 Mili Meter x 65 Mili Meter x 6 Mili Meter, 3.65 meter long painted with alternate black and white bands of 25 Centi Meter width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 Centi Meter x 60 Centi Meter x 75 Centi Meter including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 41 | Providing and fixing cautionary / warning sign board of size 60 Centi Meter. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge Mild Steelsheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border / arrow, coated with non pealable crystal clear protective transparent coat retaining 100Percentagereflection including one One Number of Mild SteelAngle iron post of size 50 x 50 x 5 Mili Meter of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 Centi Meter. fixing board and post with 2 Nos. high strength Galvanized Iron bolts and nuts of size 10 Mili Meter dia. and 20 Mili Meter long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 Centi Meter x 60 Centi Meter x 75 Centi Meter size etc.complete. 60 Centi Meter. equilateral triangle Mild Steelsheet with Engineering grade, |
| 42 | Royalty Charges For Sand |
| 43 | Royalty Charges For Other Material |
| 44 | Quality Control and Material Testing chargeswater absorption, Specific Garvity, Impact value |
| 45 | Sieve Analysis |
| 46 | Flakinees Index And Elongation test |
| 47 | Striping Value |
| 48 | Compaction test |
| 49 | Silt Test |
| 50 | Gradation |
| 51 | Standard Consistency , Fineness , Specific Gravity |
| 52 | Compressive Strength |
| 53 | Mix Design |
| 54 | Tensile Strength, %Elongation , Yield Stress |
| 55 | Tensile Strength, %Elongation , Yield Stress |
| 56 | Sieve Analysis(Gradation) |
| 57 | Liquid Limit And Plastic Limit |
| 58 | Penetration , Softening Point , Flash And Fire Point , Specific Gravity |
| 59 | Ductility |
| 60 | Viscocity |
| 61 | Extraction For DBM |
| 62 | Extraction For BC Please Enable Macros to View BoQ information |
