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| 1 | FOR YEAR 2026 - 2027 |
| 2 | 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. |
| 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 Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate) |
| 4 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate) |
| 5 | 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 - I Material MORTH 401 |
| 6 | Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of VG-30 grade @ 2 kg /sqm , spreading 12mm.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 applying tack coat of VG 10 grade bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. |
| 7 | 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 achieve 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) |
| 8 | Providing and constructing 50 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 metal (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12 mm size chips, compacting with static roller having weight 8 to 10 MT to achieve the desired degree of compaction as per Technical Specification Clause 506 etc. complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 Kg/sqm (on existing bitumen surface). |
| 9 | Providing and constructing 50 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 @ 1.75 kg/sqm, spreading 12 mm size chips, compacting with static roller having weight 8 to 10 MT to achieve 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) |
| 10 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm. VG-30 bulk bitumen |
| 11 | 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 Kg/sqm 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) |
| 12 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 for 80/100 mm compacted thickness with 3.3% VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. |
| 13 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.20 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 VG-30 Bitumen, Excluding prime / tack coat. For Bitumen VG-30 bulk USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler |
| 14 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page One Number 289 and B7, Page One Number38 |
| 15 | Providing and fixing heavy duty inter locking concrete Grey paving blocks of 60 mm /80 mm/100 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. As directed by Engineer in charge |
| 16 | Paver 80 mm Thk. |
| 17 | Paver 100 mm Thk. |
| 18 | Providing and laying mastic asphalt 40 mm thick, bitumen content 10% by weight with 10/20 grade, including all production & laying operations, tools, labour & barricading; also antiskid aggregates |
| 19 | 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 well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. MORTH 406 |
| 20 | 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) MORTH 505 |
| 21 | Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen tack coat at the bottom and vertical sides as per as per MORTH specification clause 3004.1 and 3004.2 MORTH 3004.2 |
| 22 | 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. |
| 23 | Picking the road surface including sectioning etc. complete (WBM surface.) |
| 24 | Picking the road surface including sectioning etc. complete (BT surface.) |
| 25 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing bycuring compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. |
| 26 | Pot Hole filling with Jet Patcher-F 50 am upto 100 mm by wúng semidense bituminous concrete in cildi by using enmbion inchaling making the potholes patches in regular shape und size. Removing loose pockets, Dewatering in potholestack couts of 25 Kilogram/10 Sq Mt. with RSI enzubion exc.by use of advanced jetpatching technolgy machine of approved make and specification having capacity 5.50 TO 8.00 cubic meters with auxillary engine with direct drive to heavy duty blower, Rotary Positive Displacemens Blower with dinct drive and separate airline silencer. (Capacity 15 PS1 Flow rate 1370 cum cleaning cleaning ing as directed by Engineer-in-Charge complete (Emulsion 5% by weight of mix) Please Enable Macros to View BoQ information |
