Public Works Department Tender

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 SL NO. 3.6 MoRT&H 305 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Construction of Granular Sub-Base of For Grading -V Material required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 SL NO. 4.2 MoRT&H 401 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Wet Mix Macadam 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. SL NO. 4.2 MoRT&H 401 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared Prime Coat over WMM/WBM surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. SL NO. 5.1 MoRT&H 502 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and applying tack coat (Tack coat on Bituminous surface )with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom SL NO. 5.3 MoRT&H 503 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. SL NO. 5.11 MoRT&H 505 B . BT OLD RATE - NEW RATE =55862.00-48757.00=7105X0.072=511.56 SR RATE =10190.00-511.56=9678.44 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision." BT OLD RATE - NEW RATE =52608.00-46644.00=5964.00X0.115=685.86 SR RATE =10579.00-685.86=9893.14 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Kilometre Stone Ordinary kilometer stone (precast) Reinforced cement concrete M15grade kilometre stonenof standard design as per IRC:8-1980, fixing in position including painting and printing etc SL NO. 8.16 MoRT&H 805((ii) ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting SL NO. 8.18 MoRT&H 807 " ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 SL NO. 8.8 MoRT&H 801 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Retro-Reflectorised Traffic Signs 90 cm equilateral triangle Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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:67:2012.SL NO. 8.6 MoRT&H 801 (A) (ii)" ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Retro-Reflectorised Traffic Signs 60 cm Circular Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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:67:2012.SL NO. 8.6 MoRT&H 801 (A) (viii)" ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall no ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast (Vi) Pre-cast cement concrete tiles ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. SL NO. 3.7 MoRT&H 305.3.4 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to table 3 class 5 of IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 3C X 2.5Sq.mm ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 60-70Amps ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying, fixing and wiring electronic 10 to 40 Amps three phase 4 wire class-1 Accuracy Energy Meter. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 Amps DP ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.50-63A TPN ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 32-40 Amps 4 pole ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

"Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat.50X50X6mm with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. " ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Fabricating supplying and mounting MS box made out 16SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying of Switch disconnector fuse unit (TPN) HRC type (but without HRC fuses). With AC-23A duty and as per IS-13947 100Amps ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) FOUR POLE100Amps 25kA. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying 100Amps 4x30x6mm Aluminum Strips rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting s/Couplings/Tees/Bends /End-caps of same materials in existing trench as per IS 14930 part -II suitable for drawing underground cables.90mm OD / 76mm ID ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV. 65MM ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 2CX10Sq.mm wire armoured) confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 Part-1:1988 4Core 16sqmm ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct. 2.5 to 25 Sqmm (Single/3.5/4 Core) ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Aluminium End Terminal Lugs 16sqmm ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Aluminium End Terminal Lugs 25sqmm ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 2CX10Sq.mm wire armoured) confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 Part-1:1988 4Core 25sqmm ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Fabricating, supplying and erection of …Mtrs long GlassReinforced Plastics (GRP) Lighting Pole or Reinforced Thermosetting Plastic Pole (FRP) Conical- Embedded Type) including Double Arm Brakets having made out of Polyester Resin with Glass Fibre by CNC Machines wherein Programmable Logic Control (PLC) isused in a close loop control circuit to control machine movements. This system allows for placement of right amount of fibreglass at the right place & orientation, Non filled resin system, Available upto 2Mtr to 12Mtr, having pole thinkness 6 – 9mm, Tolerance in Length +/- 40mm. Tolerance in Thickness +/-0.5mm., Glass Content More than 60%m, Die Electric Strength ≥ 7.3 KV/mm. Hence our pole does not require earthing, Specific Gravity 1.3 TO 1.95 KG/CM2, Tensile Strength 200±50 MPA, Flexural Strength 250± 50 MPA, Compressive Strength 150±50 MPA, Impact Resistance 250 ± 50 KJ/M2, Water Absorption 0.5%, Surface Colour Shade Polyurethane Paint of Shade – Aluminium, Charcoal or as per Client Requirement, Accessories(Optional) Junction Box / Side Arm / Tenon Mount Bracket, Hardware MS Zinc Passivated, Wind Load Our Pole will withstand high wind load up to 50 M/S with maximum deflection of 15%. TECHNICAL DETAILS - FOUNDATION Specification: Standard Shaft Burial Depth will be as under. Also available as per Client Requirement. 900mm upto 5.5 Mtr Pole for 1000 Series, 1200mm upto 7 Mtr Pole for 1000 Series 900mm upto 5.5Mtr Pole for 3000 Series, 1200mm upto 7.5 Mtr Pole for 3000 Series 1500mm upto 12Mtr Pole for 3000 Series BURIAL DEPTH WILL BE PAINTED WITH BLACK COLOUR. TWO NOS. OF ANTI- ROTATING RODS WILL BE PROVIDED As Per STANDARDS APPLICABLE IS 2713- 1980 Specs.For Tubular Street Light Pole for Overhang Power line, IS 875(PART 3)-1987 Code Of Practice For Design Loads For Building & Structures – WIND LOAD, IS 6746 Polyeste Plastics (GRP) Lighting Pole, ASTM D 4923-01 Standard Specs for Reinforced Thermosetting Plastic Pole, ASTM D 790 Flexural Strength & ASTM D 695Compressive Strength.Including internal junction box (IJB) & Excluding RCC Foundation 10 meters ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Earthwork excavation by manual means for foundation of buildings, water supply and sanitary lines and electrical conduits etc. either in pits or in trenches 1.5m and above in width. in soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches. stacking the excavated soil clear from edges of exevation with lead upto 50 m. including breaking of clods complete as per specifications. in ordinary soil. , 54 x 1.25 x 1.25 x 1.30 = 110 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

KSRB 4-1.6 : Providing and laying in position plain cement of mix 1:2:4 with cement @ 240 kgs , with 20mm and down size graded granite metal coarse aggregates @ .878 cum an fine aggregates @ .53 cum machine mixed , concrete laid in layers not exceeding 15cms thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications., 54 x 1.25 x 1.25 x 0.15 = 12.66 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and laying in position reinforced cement concrete of Design Mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @O.69cum and fine aggregtes @ 0.460 cum, with super p/asticisers @3 liters confirming to IS 9103-1999 reaflrmed-2008, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for aI/ works in foundation Jor footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications. , 54 x 1.10 x 1.10 x 1.05 = 68.607 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing T.M.Tsteel reinforcement for R.C.Cwork including straightening. cutting, bending. hooking. placing in position. lapping and I or welding wherever ra~uired, tylnQ w,ith blndlng wire and anchoring to the adJoirllng members wherever neoesfa'Y'con'lplete as per design' (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specifications. , 54 x 26.93 = 1454.22 Kgs ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m SL NO. 1.4.1 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

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 SL NO. 3.6 MoRT&H 305 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and laying in position plain 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.5% For Providing form work centering and shuttering for drain walls and divider walls. SL NO. 2.1.3 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts,cost of all materials,quality confirming to the requirements of relevant IS codes ,labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SL NO. 2.2.1.1 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.

Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 40kg/cum S.L.No. 11.32 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.