Roads And Buildings Department Tender

Retaining wall;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete and as directed by the Engineer-in-Charge.

Pipe Culvert 3V of 1000mm Dia;Providing and laying reinforced cement concrete pipe NP3 for culverts on C.C bedding with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause of 1100 MORD ,including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete - For Pipe Culverts (Pipe culvert 3 vent of 1000 mm dia)

Pipe Culvert 3V of 1000mm Dia;Providing concrete for plain concrete M 15 grade for Pipe bedding using 40 mm , 20 mm ,10 mm Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete (Pipe culvert 3 vent of 1000 mm dia)

Pipe Culvert 3V of 1000mm Dia;Providing and laying M10 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, Placed in foundation and compacted by vibration including curing complete as per MORT&H spn.no.2100 complete for finished item of work including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete for levelling course to pipe or Slab culverts or CC Road (Pipe culvert 3 vent of 1000 mm dia)

Pipe Culvert 3V of 1000mm Dia;Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete . (Pipe culvert 3 vent of 1000 mm dia)

Pipe Culvert 3V of 1000mm Dia;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete and as directed by the Engineer-in-Charge. (Pipe culvert 3vent of 1000 mm dia)

Pipe Culvert 1V of 1000mm Dia;Providing and laying reinforced cement concrete pipe NP3 for culverts on C.C bedding with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause of 1100 MORD ,including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete - For Pipe Culverts (Pipe culvert 1 vent of 1000 mm dia)

Pipe Culvert 1V of 1000mm Dia;Providing concrete for plain concrete M 15 grade for Pipe bedding using 40 mm , 20 mm ,10 mm Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete (Pipe culvert 1 vent of 1000 mm dia)

Pipe Culvert 1V of 1000mm Dia;Providing and laying M10 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, Placed in foundation and compacted by vibration including curing complete as per MORT&H spn.no.2100 complete for finished item of work including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete for levelling course to pipe or Slab culverts or CC Road (Pipe culvert 1 vent of 1000 mm dia)

Pipe Culvert 1V of 1000mm Dia;Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete . (Pipe culvert 1 vent of 1000 mm dia)

Pipe Culvert 1V of 1000mm Dia;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete and as directed by the Engineer-in-Charge. (Pipe culvert 1 vent of 1000 mm dia)

Road Furniture;Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit &Over head charges, but excluding Seignorage& GST .with 600X 600 mm size MS sheet(Road Furniture)

Road Furniture;Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit &Over headcharges,but excluding Seignorage& GST . up to 0.9 sqm size board(Road Furniture)(Curve boards at Km.0/100,0/230,1/180,1/290,1/540,1/750

Road Furniture;Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit &Over head charges, but excluding Seignorage& GST .(Road Furniture)

Road Furniture;Construction of RCC guide posts of 1 m length & 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit &Over head charges, but excluding Seig Charges& GST etc,. Complete

Road Furniture;Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit &Over head charges, bu excluding Seignorage& GST .(200M Stone)(Road Furniture)

Road Furniture;Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit &Over head charges, bu excluding Seignorage& GST .(Ordinary Km Stone)(Road Furniture)

Road Furniture;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 and MORTH Section 803.4

Road Furniture;Supplying & Fixing of Molded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer.

Road Work;Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant using HBG crushed aggregates of size 9.5mm and below Grading ? 2 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge and including contractors profit &Over head charges but excluding Seigniorage charges, GST complete(Road Portion)

Road Work;Providing and applying prime coat with bitumen emulsion (SS-2) Grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam) ,including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete (Road Portion)

Road Work;Providing and applying tack coat with bitumen VG 10 Grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 Kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge and including contractors profit &Over head charges but excluding Seigniorage charges, GST Complete .(Road Portion)

Road Work;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges but excluding Seigniorage charges, GST Complete .(Road Portion)

Road Work;Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material(HBG M/C Metal +Stone dust) spreading in uniform layers with Motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding Seigniorage charges, GST Complete (Road Portion)

Road Work;Construction of sub grade & earthen shoulders with borrowed useful earth from outside road boundary by mechanical means upto SDR with a lead of 5 km including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance ofsoil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @OMC to meet requirement of table 300-2 of MoRT&H, including all hire andoperational charges of T&P ,contractors profit &Over head charges and , complete for finished item of work as per MoRT&H specification 305 (5th revision) but excluding Seigniorage charges, GST Complete . (Payment will be made based on level for finished item of work). With borrowed earth from 5 km lead.(Road Portion)

Road Work;Construction of embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with a lead of 5 km including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance ofsoil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @OMC to meet requirement of table 300-2 of MoRT&H, including all hire andoperational charges of T&P ,contractors profit &Over head charges and , complete for finished item of work as per MoRT&H specification 305 (5th revision) but excluding Seigniorage charges, GST Complete . (Payment will be made based on level for finished item of work). With borrowed earth from 5 km lead.(Road Portion)

Road Work;Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD including contractors profit &Over head charges, but excluding Seigniorage charges, GST Complete .(Road Portion)