Haryana Sarasvati Heritage Development Board Tender

Excavation for Roadway Mechanical means and Disposal up to 1000 metres.Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m as per technical clause 301 of MORT&H specifications (HSR Item no. 17.10.1)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. (HSR Item no. 4.12.1)

Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) (HSR Item no. 17.5.3)

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and MORT&H MoRT&H Spefifications 1500,1700 and 2200 PCC Grade M15 (with concrete Mixer) (HSR Item no. 27.5)

Providing and laying Cutting Edge of Mild Steel 1200 & weighing 40 kg per metre for Well Foundation 1900 complete as per Drawing and Technical specification MORT&H clause 1200 & 1900. (HSR Item no. 15.10)

Plain/Reinforced Cement Concrete in Well Foundatons complete as per Drawing and Technical Specification in Well Curb MORT&H clause 1200, 1500 & 1700. Note:- If curb concrete is carried out within steel liner cost of formwork shall be excluded. RCC M35 Grade, Using Concrete Mixer (HSR Item no. 15.11.3.1)

Plain/Reinforced Cement Concrete in Well Foundatons complete as per Drawing and Technical Specification, in Well Steining. RCC M35 Grade, Using Concrete Mixer (HSR Item no. 15.12.8.1)

Plain/Reinforced Cement Concrete in Well Foundatons complete as per Drawing and Technical Specification, In Bottom Plug Concrete to be placed using tremie pipe. Note: 10% extra cement to be added where under water concreting is involved. PCC M35 Grade, Using Concrete Mixer (HSR Item no.15.13.4.1)

Plain/Reinforced Cement Concrete in Well Foundatons complete as per Drawing and Technical Specification, In Top Plug. PCC M15 Grade, Using Concrete Mixer (HSR Item no. 15.15.1)

Plain/Reinforced Cement Concrete in Well Foundatons complete as per Drawing and Technical Specification, In Well Cap. RCC M35 Grade, Using Concrete Mixer (HSR Item no. 15.16.4.1)

Plain/Reinforced cement concrete in Sub-Structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 17000 and 2200. RCC Grade M35 Height up to 5m. Using concrete Mixer (HSR Item no. 27.12.1.1)

Plain/Reinforced cement concrete in Sub-Structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 17000 and 2200. RCC grade M35 Height up to 5m to 10m. Using concrete Mixer (HSR Item no. 27.12.2.1)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications. (HSR Item no. 27.13)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRT&H specifications. (HSR Item no. 27.38)

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 per RC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRT&H Specifications. (HSR Item no. 27.23)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200. Clayey Soil (6m dia Well) Depth below bed level up to 3.0 m (HSR Item no. 15.17.2.1)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200. Clayey Soil (6m dia Well) Beyond 3 m up to 10 m depth. (HSR Item no.15.17.2.2)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200. Clayey Soil (6m dia Well) Beyond 10 m up to 20 m. (HSR Item no. 15.17.2.3)

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm (HSR Item no. 27.49)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia mtr (HSR Item no. 9.57.2)

Sand Filling and Water Filling of Wells.Sand Filling in wells complete as per Drawing and Technical Spefifications MORT&H clause 1207 (HSR Item no. 15.26.1)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT H specifications to a thickness of not less than 600 mm 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 complete as per drawing and MoRT&H Specification. (HSR Item no. 27.17)

Information and Cautionary sign board. (NS Item)

Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019. (HSR Item no. 34.35)

Providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light ou1put in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective polycarbonate/ methyl methecrylate lenses for onspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly on to pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cat eye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 5 mm. The body of the solar cat eye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. (HSR Item no. 34.36)

Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketted joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gridients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortarand with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 900 mm (HSR Item no. 21.95.8)

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (HSR Item no. 10.34)

Metal Beam Crash Barrier. Type. A, 'W': Metal Beam Crash Barrier. Providing and eracting 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 75x5 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 galvanishd by hot dip process, alll fittings to conform to IS:1367 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm 330 mm long complete as per clause 810 (HSR Item no. 34.32.1)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. (HSR Item no. 27.51.3)

Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Reference MORTH (Specs)Construction of granular sub-base by providing 401 Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. Grading Ill material. 200 mm thick. (HSR Item no. 17.14.3)

Water Bound Macadam Grading I with screening Type 'A' Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages 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 to the required density complete as per technical clause 404 of MORT&H specifications. 75 mm thick (HSR Item no. 17.22.2)

Water Bound Macadam - II with Screening Type 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages 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 to the required density complete as per technical clause 404 of MORT&H specifications. 150 mm thick. (HSR Item no.17.23.2)

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications. (HSR Item no. 17.25)

Bituminous Macadam with batch type HMP Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix p lant 100 .120 TPH. Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501. 7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications. 50 mm thick. (HSR Item no. 17.27.2)

Tack Coat Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. (HSR Item no. 17.26.2)

Open - Graded Premix Surfacing 20 mm U,ickness. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. (HSR Item no. 17.33.1)

Type B with VG -10 bituminous binder. Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (HSR Item No. 17.36.3)

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge above 600 mm dia (HSR Item no. 5.53.2)

Credit of RCC NP-3 Pipe 900 mm dia @ 80% of item no 24 (HSR Item No 21.95)

Credit of Bricks.