NHIDCL/RO-Agt/T/RR/2024-25/736

Amount

Bituminous Macadam: Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per uses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. (50 mm Thickness) (B) Grading II (i) With Viscosity Graded Bitumen of VG-30

Tack Coat: Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned with hydraulic Broom as per MoRTH Technical specifications

Bituminous Concrete: Providing and Laying bitumenous macadam with 40-60 TPH hot mix plant producing an average output of 50 Tons per hour using crashed agreegades of specified grading with bitumenous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required Grade, Level & Alignment, Rolling with smooth wheeled, Vibratory and Tandem rollers to achieve desired compaction as per MoRT&H Specification Clause No. 507 complete in all respects (A) Grading-II (i) With Viscosity Graded Bitumen of VG-30 (30 mm Thickness)

Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface:- Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803.

Water Bound Macadam Sub-Base / Base: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404 (3) WBM Grading III (A) By Manual means

Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means: Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300

Bamboo Palasiding :- Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5 (B) Driven at least 900 mm below ground and 900 mm above ground on average.

Restoration of Rain Cuts:- Restoration of rain cuts with soil , moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRD technical specification Clause 1902 (A). Manual Means

Providing and placing gunny/ polythene :- Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification

Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201

Retro-reflectorised Traffic Signs: Providing and fixing of rector-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRTH technical specification clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per draings and MoRTH technical specification clause 801, with 900 mm equilateral triangle

Retro-reflectorised Traffic Signs: Providing and fixing of rector-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRTH technical specification clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per draings and MoRTH technical specification clause 801, with 600 mm circular

Retro-reflectorised Traffic Signs: Providing and fixing of rector-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRTH technical specification clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per draings and MoRTH technical specification clause 801, with 800 x 600 mm rectangular

Construction of Subgrade and Earthen Shoulders:- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.

M/S MINAMATI ENTERPRISE

CHIRANTAN DAS

JAHAR LAL PAUL

SHIVA BUILDTECH PVT. LTD

All Grace Developers Pvt. Ltd.