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| 1 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.S.S.R. P.No./It.No. 157/21.33Road Work |
| 2 | 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 of unsuitable or excess stuff as directed all sorts of soils.S.S.R. P.No./It.No. 24/2.18Road Work |
| 3 | Removing lime or lean cement concrete including stacking the spoils as directedwith all leads, lifts etc, complete.S.S.R. P.No./It.No. 296/46.12Road Work |
| 4 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete.S.S.R. P.No./It.No. 297/46.30Road Work |
| 5 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. 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 % of standard proctor density etc. complete ( Material obtained from Other sources)S.S.R. P.No./It.No. 25/2.28Road Work |
| 6 | Construction of granular sub-base by Mix in Place Method and using Grading - I Material providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Contain, and compacting with vibratory roller to achieve the desired density, completeS.S.R. P.No./It.No. 27/3.01Road Work |
| 7 | 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) mm Aggregate)S.S.R. P.No./It.No. 29/3.18Road Work |
| 8 | 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 mm) Aggregate)S.S.R. P.No./It.No. 29/3.20Road Work |
| 9 | Supplying hard murum at the road site, including loading conveying and unloading and stacking etc. complete.S.S.R. P.No./It.No. 25/2.29aRoad Work |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width completeS.S.R. P.No./It.No. 25/2.30Road Work |
| 11 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.S.S.R. P.No./It.No. 25/2.31Road Work |
| 12 | Providing and applying tack coat VG-30 on the prepared surface heating by fames in roller and spraying bitumen with spray set footed in bitumen boller on black topped surface at 3.00 kilogame per 10 square meter.S.S.R. P.No./It.No. 30/3.31Road Work |
| 13 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)S.S.R. P.No./It.No. 31/3.35aRoad Work |
| 14 | 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 drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)S.S.R. P.No./It.No. 36/4.12Road Work |
| 15 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates)S.S.R. P.No./It.No. 35/4.01Road Work |
| 16 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)S.S.R. P.No./It.No. 73/7.30Road Work |
| 17 | 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 1.20m x 0.90m size made out 18 gauge (1.25mm) 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 M. S. angle of size 35 x 35 x 3 mm frame with properly cross braced M. S. angles of size 35mm x 35mm x 3mm duly painted including Two M. S. angle iron posts of size 65 mm x 65 mm 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 60cm x 60cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in ChargeS.S.R. P.No./It.No. 60/6.36Road Work |
| 18 | Test of GSB - Job Mix (GSB)Road Work |
| 19 | Test of Bitumen - Extraction Test (OGC)Road Work |
| 20 | Test of Aggregate - Water Absorption, Specific Gravity, Impact Value, Crushing Value.Road Work |
| 21 | Field Density by Sand replacement methodRoad Work |
| 22 | Test of Aggregate - Gradation sieve analysisRoad Work |
| 23 | Test of Soil - Gradation sieve analysisRoad Work |
| 24 | Test of Murum - Liquid Limit & Plastic Limit Road Work |
| 25 | Royalty Charges (for Earth work)Road Work |
| 26 | Royalty Charges (Supplying Hard Murum)Road Work |
| 27 | Royalty Charges MPM 75 mm (Hand Broken)Road Work |
| 28 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.S.S.R. P.No./It.No. 296/46.12Box Cell |
| 29 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete.S.S.R. P.No./It.No. 297/46.30Box Cell |
| 30 | 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)S.S.R. P.No./It.No. 84/12.03Box Cell |
| 31 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, 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 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)S.S.R. P.No./It.No. 85/12.22Box Cell |
| 32 | Providing and laying in situ / ready mix / ready mix M10 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 PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)S.S.R. P.No./It.No. 86/12.25Box Cell |
| 33 | Providing and filling in well with sand/rubble and sand/shingle and sand including compacting between the top and bottom plugs etc. CompleteS.S.R. P.No./It.No. 130/17.27Box Cell |
| 34 | Providing and casting in situ/ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand/VSI sand finely washed etc)S.S.R. P.No./It.No. 83/11.30Box Cell |
| 35 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.S.S.R. P.No./It.No. 96/14.36Box Cell |
| 36 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss melal for RCC work in main/ cross girders, diaphrams etc. including raniming, vibrating curing tormwork, centering and finishing in cement plaster excluding reinforcement etc. complete (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and line agreegates of required specifications (VS sand finely washed etc) i) Height up to 5 m, normal rate 1) Height 5 to 7.50 m, add 5 percent extra over basic rate. ii) Height 7.50 to 10 m. 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m riseS.S.R. P.No./It.No. 95/14.29Box Cell |
| 37 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates 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 2.50m rise.S.S.R. P.No./It.No. 94/14.17Box Cell |
| 38 | 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.S.S.R. P.No./It.No. 93/14.01Box Cell |
| 39 | Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (VSI sand finely washed etc)S.S.R. P.No./It.No. 96/14.39Box Cell |
| 40 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc.complete.S.S.R. P.No./It.No. 95/14.33Box Cell |
| 41 | Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.S.S.R. P.No./It.No. 97/14.48Box Cell |
| 42 | 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.S.S.R. P.No./It.No. 101/14.88Box Cell |
| 43 | Providing selected hard murum filling including laying in layers of 15 to 20 cm with watering and compacting etc. complete.S.S.R. P.No./It.No. 82/11.24Box Cell |
| 44 | Providing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.S.S.R. P.No./It.No. 132/17.36Box Cell |
| 45 | Providing dry rubble stone pitching 23 cm (about 9) thick including all material, quarry spalls, labour etc. complete.S.S.R. P.No./It.No. 25/2.34Box Cell |
| 46 | Providing 100mm diameter Gl water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.S.S.R. P.No./It.No. 97/14.50Box Cell |
| 47 | Test of Cement - Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final). Compressive Strength, SoundnessBox Cell |
| 48 | Test of C. C. Cube - Compressive Strength OF C.C. Cube (Set of 3 cubes)Box Cell |
| 49 | Test of Steel - Steel (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Prouf Stress.) up to 16 mm (set of 3 bars)Box Cell |
| 50 | Test of Steel - Steel (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Above 16 mm (set of 3 bars)Box Cell |
| 51 | Fineness Modulus (Sieve Analysis), Silt & Clay ContentBox Cell |
| 52 | Royalty Charges For Rubble Box Cell |
| 53 | Royalty Charges For Hard MurumBox Cell |
| 54 | Add GST Charges Please Enable Macros to View BoQ information |
