Public Works Department Tender

1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. [Volume-1, P.No 7/1.8] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) [Volume-1, P.No 7/1.7] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

4.1A (v) - Plant Mix Method Construction of Granular Sub-Base of required grading as per design 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 clause 401 For Grading -V Material [Volume-3, P.No 23/4.1A (v)] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

4.27 - 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. . [Volume-3, P.No 26/4.27] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

5.1A(ii) - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [Volume-3, P.No 31/5.1 A(i)] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

5.32 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [Volume-3, P.No 43/5.32] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

5.12C - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. [Volume-3, P.No 35/5.12C] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

5.16C - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. [Volume-3, P.No 38/5.16 C] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [Volume-3, P.No 149/16.28] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Volume-3, P.No 17/3.6] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

2.10 (iv)B - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry, Rubble stone masonry in cement mortar [ Volume-3, P.No: 10/ Item No-2.10 (iv)B ] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

1.14.12 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m [Volume-1, P.No 8/1.14.1] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Volume-1, P.No 15/2.1.3] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

2.5.1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Volume-1, P.No 17/2.5.1] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

2.5.1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Volume-1, P.No 17/2.5.1] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Volume-1, P.No 17/2.5.2] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

2.11h - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges [Volume-1, P.No 18/2.11h] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

14.4 A - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications [Volume-3, P.No129/14.4 A] Stone/Boulder ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

16.15C - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia [Volume-3, P.No 146/16.15C] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.58(a) - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300mm dia [Volume-3, P.No 80/8.58(a)] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.10 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces [Volume-3, P.No 66/8.10] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

4.19 - Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 [Volume-3, P.No 26/4.19] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

9.11 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0.HDPE Grade PE80-PN6.0, 63mm dia [Volume-5, P.No 95/9.1.1] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.15 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes [Volume-3, P.No 67/8.15] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.5(iv) - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022, 60 cm equilateral triangle [Volume-3, P.No 54/ 8.5(iv)] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye 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 102 +/- 2 mm and with minimum reflective area of 13 cm2 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 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer [Volume-3, P.No 74/ 8.43] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.17 - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. [Volume-3, P.No 67/ 8.17] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.7 - Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing [Volume-3, P.No 65/ 8.7] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.16(ii) - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) [Volume-3, P.No 67/ 8.16(ii)] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

8.16(ii) - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone stone (precast) [Volume-3, P.No 67/ 8.16(ii)] ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

4.2.10 - Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of . long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended 12 m - Top 90 mm and Bottom 240 mm dia [Volume-6, P.No 11/4.2.10) ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

11.8.8 - Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency greater than1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001-2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source LED Streetlight 200 W (Volume-6, P.No 45/11.8.8) ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.