Improvement of road during the year 2025_26_Improvement and construction of road in a new alignment connecting the Secretary Complex with GBP Hospital and newly constructed Type_V and Type_VI quarter complex _Ch_ 410.00 m to 605.00 m and adjacent Ju

Without dewatering:- Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. i) sand filling

Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) i ) Nominal mix 1:3:6 (hand mixing) ,PCC Grade M10

Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) I) R C C grade M 25 i) upto 5 m height

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.

Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204 , i) 1:4 cement mortar

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204.

Neat cement punning

Excavation in soil by manual means : Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

Granular Sub-base with Well Graded aterial (Table 400.1) using Jhama Brick Aggregate : (A) By Mix in Place Method Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared urface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading - I Material (jhama brick aggreate)

WBM Grading - 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405. (A)By Manual Means.

WBM Grading 3 Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.

Prime coat: i) Medium porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of grannual base and spraying primer at the rate of 0.90-1.20 kg / Sqm using mechanical specification clause 502

Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributer at the rate of 0.20 kg to 0.25kg/Sqm per Sqm on the prepared bituminous / grannular surface cleaned with hydraulic broom sa per MoRT&h Technical specification clause 503.

Dense Graded bituminous Macadam Providing And lyinmg Dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting to hot mix to work site, lying with a hydrostatic paver finisher with sensor control to the required grade, leveland alingment, rolling with smooth, wheeled, vibratory and tandom rollers to achieve the desired compaction as per MoRT&H specification clause no507, complete in all respects. B. Grading II (i) with viscosity graded bitumen of VG-30.

Bituminous concrete Providing and lying bituminous concrete 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 to 5.6 per cent of mix and filler , transporting the hot mix to work site, lying with a hydrostatic paver finisher with sansor control to the required grade,leveland alingnment, rolling with smooth whelled, vibratory and tandom rollers to achive the desired compaction as per MORT&H specification clause No.509 complete in all respects. ii) Grading II(10 mm nominal size) with Bitumen (60/70Grade) VG-30

Please Enable Macros to View BoQ information