Urban Administration And Development Tender

Transportation By Mechanical means including loading, unloading and stacking - 2km - Excavated Earth

Supply of mineral aggregate like broken stone/crushed stone /stone dust/ moorum at road site including all lead and stacking etc. complete. - Moorum with CBR not less than 7

Construction of Granular Sub-Base by providing Coarse graded material (CBR30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.

Construction of Dry Lean Cement Concrete Sub-base over a prepared sub grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section- 601.

Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of specifications complete excluding cost of steel in dowel ber & tie rod etc.

Mild Steel dowel bars confirming to IS 432, grade I

HYSD tie bars of Fe 500 grade confirming to IS 1786,

Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top, depth of manhole 900 mm, common Burnt Clay Bricks or fly ash bricks of compressive strength not less than 75 Kgf/ cm2 with 1:4 cement mortar (1 cement : 4 coarse sand), inside & outside plastering minimum 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 20 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc. complete. (only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (as per Drawing No. - 13-A Extra for increasing depth of manhole mentioned at Item No.17.4 above 900mm and up to 1650 mm. (only excavation as per actual shall be paid separately)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge..

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.

Transportation By Mechanical means including loading, unloading and stacking - 3km - Excavated Earth

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. - Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. - Thermo-Mechanically Treated bars. (Fe 500 D or more)

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

Providing & placing 85 mm thick Hydraulically pressed M 40 cement concrete heavy duty covers with slots including steel reincorcement for ingress of water.

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Providing and applying 2.5 mm including reflectorising glass beds @ 250 gms per sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per clause 803 of MORTH.

Road Markers/ Road studs with Lense Reflector. - Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5 of IRC:35:2015 and clause 804 of MORTH. As per clause 804.2.2 of MoRTH and Section-5 of IRC:35-2015, the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel.

Retro reflectorized Traffic Signs upto 0.9 sqm size (Type- XI). - Providing and fixing directional, informatory and place identification retro- reflectorized sign as per IRC : 67-2012 made of high intensity Micro- Prismatic Grade cube corner sheeting (Type XI) vide IRC : 67-2012 clause 6.7.4.3 & clause 801.3.4.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 mm on both side, the ACM shall conform to Table 6.1 of IRC :67-2012 & table 800-1 of MORT&H spcifications and High Intensity Micro Prismatic Grade cube corner sheeting shall conform to Table 6.9 of IRC : 67-2012 & table 800-6 of MORT&H specifications. In line with clause 6.8 of IRC : 67:2012 & clause 801.3.7 of MORT&H, for the directional, informatory, place identification and other sign boards, the messages (legends, letters, numerals etc). and borders shall be cut-out from durable transparent overlay film or cut-out from the same reflective sheeting only. Cut- outs shall be from durable transparent overlay material as specified by the sheeting manufacturer and shall be bounded with the sheeting in the manner specified by the manufacturer and should be supported on MS Angle iron sign post of size 75mm x 75mm x 6mm fixed to ground by means of properly designed foundation of dimension 450x450x600mm with M-15 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mm x 25mm 3mm angle. 10 rears Warranty for Retro Reflective sheeting from the original sheeting manufacturer as per clause 6.9 of IRC : 67-:2012 & concrete. The ACM sheet shall be fixed to the post with minimum four number breakaway bolts & supported with a back support frame of 25mm x 25mm x 3mm angle. 7 years Warranty for Retro Reflective Sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC : 67-2012 & a certificate of having the sheeting tested for co-efficient of retro- reflection, specular gloss and fungus resistance, dy time colour and luminance, shrinakge, flexibility, linear removal, adhesion, Impact resistance, 3 year outdoor weathering and its having passed this test from an independent test lab as per clause 6.7 of IRC : 67-2012 for the product offered shall be submitted by the contractor from an independent test lab as per clause 6.7 of IRC : 67:2012 for the product offered shall be submitted by the contractor.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia. R.C.C. pipe

Providing and fixing 40 mm thick White sand stone over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints finished flush.

Providing and erecting 9 mtrs. High hot dipped galvanized octagonal poles with bottom of 200mm A/F, top 100mm, A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation. Suitable size & type of foundation bolts. 4 nos. bolts type M20x750mm 'J' type foundation bolts (EN8 grade)

Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner.

Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor - ARMOURED 3 Core - 6 Sq.mm.(XLPE)

CABLE LAYING:- Laying and fixing of one number PVC insulated and PVC sheathed aluminium conductor cable of 1.1kV grade of size not exceeding 25 Sq.mm on surface etc. as required.

Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor - ARMOURED 4 CORE - 16 Sq.mm.(XLPE)

Supplying and installing Double wall corrugated pipes (DWC) of HDPE ( IS 14930 Part II -marked ) for cable laid under ground with necessary connecting sockets/ couplings,tees of same material and at required depth upto 90cm. below road/ground surface,including excavation, back filling with excavated material with ramming and making the surface good.

Laying of underground cable armoured./ unarmoured as per specification in air with approved type of iron clamps complete. - 2 / 3 / 4 Core cable upto 16 Sq.mm

Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply, installation, testing and commissioning of Astro - Time Switch based on Astro program i.e. calculation of sunrise and sunset times through date, time and Indian PIN Codes. It shall have an option of Astro ON period override by time switch and Offset function which allows programming of switching times Offset from the astronomic time. The 230 V AC operated Astro Time Witch shall have an operating range of 96...253V AC with 1 NO, 16 A, AgSn02 Contact material with Starting current of 120A and 1 CO cadmium Free contacts, it shall have LCD status indication with back light display along with internal easily replaceable battery on the front side for set up and programming. The electrical life at rated load AC1 shall be 1 Lakh cycles and shall work at an ambient temperature of -20 to +50 deg C. It shall have a dielectric strength between supply and open contacts of 4000V AC, between open contacts 1000V AC respectively and rated impulse voltage (between supply and contacts) of 6kV and rated impulse voltage (between open contacts) of 1.5kV. The mounting shall be on 35 mm DIN rail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC.

Supplying of ISI Marked and approved make of Moulded Case Circuit Breaker (MCCB) suitable for 3 phase,3 pole, 50 Hz, 415 Volts, AC supply with respective interrupting capacity (KA) at 415 Volts cited against their range standard conforming to IS - 8828 - MCCB with Breaking Capacity 25 KA at 415 V - Current Rating -125 Amps & 70% -100% adjustable

Fixing of metal clad enclosure on 35X 35 X 5 mm angle iron clamps including supplying and fixing of clamps as required duly embedded in masonary including cable connection and other required material as per specification :- Fixing of 300/400 Amps TP or TPN main switch or 300/400 Amps change over switch /300/400 Amps 415 Volt Isolators and busbar 4 way

Supplying of ISI Marked and accepted standard of Miniature Circuit Breaker (MCB) of 'C' series suitable for 240/415 Volts, 50 Cycle , 10 kA Value AC supply confirming to IS : 8828 : 1996, IEC : 60898 :2002 but without enclosures :- SINGLE POLE & NEUTRAL(SPN) - 0.5 Amp to 5 Amp Rating

Fixing of MCB /MCCB/ Isolator - Fixing of MCB / Isolator SP/DP in sheet steel enclosure as required as per accepted practice, including mounting on busbar and cable connection etc. complete (Labour only )

Supplying and erection of water tight terminal box of 14 SWG M.S. Sheet 4mm thick box of required size to erect the suitable kit kat/ MCB/Switch with Top & bottom folded fitted with rubber ring to make it water tight with pole clamp made from 40x3mm M.S. flat iron with 2 Nos. Nut and Bolts duly painted with 2 coat of Red Oxide paint and 2 coat of Aluminium silver paint erected with cable gland but excluding the cost of the Kit Kat/MCB/Switch complete as per specification: - 30x20x15 Cms.

Supplying and fixing ferrules. (Aluminium in Line connector) As per IS - specification suitable for following size of cable with Aluminium stranded/solid conductor evently cramped with high pressure tool including connection as required complete - For Conductor Size - 50.00 Sq.mm

LUGS:- Supplying and fixing cramping type Alum. lugs as per I.S.S. Specification suitable for following size of cable with Alu. /Copper solid/stranded conductor evently cramped with high/pressure tool and connected to switch gear/Bus/M.C.C.B./ M.C.B. etc. as required complete.For Conductor Size-50 Sq.mm

Supplying of street light with high power LED of 1 to 3 W each assembled on single MCPCB, system lumens output with efficacy110 lm/W. luminiare having color temp 6500K & 50000 burning hrs life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver, PF 0.95 & surge protection 4KV. Housing made of pressure die cast aluminium with heat resistant flat glass / Lens type, IP66 protection. Submission LM 80-08 Form LED Source Manufacturer & LM79- 08 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50mm.dia G.I. Pipe bracket upto 2 mtr. long in required angle/shape, connection lead, testing etc to complete the job. 2 Yrs Guarantee certificate from manufacturer. - 120W

Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire.

Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work.

Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage (earth measured in stacks will be reduced by 20% for payment.

Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-in-Charge complete in all respect (B.C. Mixture paid separately). - Creeper plants (height:30cm to 45 cm)

Supply of support for overhead line RS joist / H-beam of I.S. standard including welding, drilling of required hole etc. complete as required. - H-Beam 152x152mm , Std weight 37.1 kg per meter

Supply of support for overhead line RS joist / H-beam of I.S. standard including welding, drilling of required hole etc. complete as required. - H-Beam 152x152mm , Std weight 37.1 kg per meter

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10 meters but not exceeding 13 meters in cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation , base padding & muffing including excavation and refilling etc. as required.(4.55 bags of cement/cmt.)

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 8 meters but not exceeding 10 meters in cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation, base padding & muffing including exacavation and refilling etc. as required.(4.55 bags of cement/cmt.)

Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire.

Supplying and erection of bow stay set complete (galvanized) with 19mm dia x 1.8m long stay rod, anchor plate of size 300mmx300mm x 6.4mm thimble stay clamps, turn buckle 19mmx60cm, 7/4.00mm dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling and also with 0.6m long brace of size 50mmx 50mmx6mm angle iron with 50mm dia pulley fixed at one end of the brace as required.

Supplying and fixing as per specification Caution / Danger Board as required of approved make & design with necessary material complete.

Supplying and erection of 11kV pin insulator complete with large steel head G.I. pin, nut, washer etc. as required.

Supplying of angle/channel flat iron fitting for overhead lines such as cross arms, clamps, brackets, welding and other necessary materials as per specifications.

Labour charges for fixing 'D' brackets of angle iron 50x50x6mm size on existing pole as required

Supplying and erection of 11kV disc insulator for 11kV overhead lines with galvanised insulator fittings, ball and socket type, and complete with galvanised strain clamp, bolts, nuts washer etc. as required.

Supplying and erection of three piece nonlinear resistor type lighting arrestor suitable for 3 wire, 11kV overhead lines with rated voltage of 9kV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement, G.I. bolts, nuts, washer etc. as required.

Supplying, installing ,testing of 11 KV D.O. fuse assembly with brass part contact for 11/0.4 KV DP Structure set of 3 with fuse with barrel with required fuse element & other materials as per specification on existing D.P. structure as required.(set of 3nos.) - 11Kv

Supplying installing and testing of AB isolating switch assembly set gang operated suitable for 11/0.4 KV, DP structure with brass part contacts, operating rod with required GI pipe, handle locking arrangement on On-Off position conforming to IS complete with required material and installing on existing structure to complete the job as required as per specification. - 11Kv

Painting of pole bracket cable protecting pipe and its clamps in two coatings of All. enamel based primer as directed by Engineer-in- Charge. - above 9 mtr.

Earthing with Copper Earth plate 600mm X 600mm X 3mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangment on the top and G.I. watering pipe 20mm dia 2.7 meter long etc. (but without charcoal or coke and salt) complete as required.

Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling.

Other Accessories and Miscleneous Items