Tender For Addition Alteration To Internal Roads Alonwith Perimeter Road At Hemrl Under Ge I Rnd Pashan, Pune; 1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, All kinds of soil, complete all as specified and directed. 2 Material and labour for Hardcore of guage exc 63mm but n exc.100 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed. 3 Material and Labourfor PCC 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA), complete all as specified and directed. 4 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work, using coarse aggregate and fine aggregate derived from using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing, for the following grades of concrete, Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, Concrete of M20 grade with minimum cement content of 270 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 25% each), complete all as specified and directed. 5 Material and labour for Centering and shuttering including strutting, propping etc, Foundations, footings, bases of columns, etc, for mass concrete, complete all as specified and directed. 6 Material and labour for Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.Using grade A sealing compound conforming to IS: 1834, complete all as specified and directed. 7 Providing and laying 60mm thick factory made of Rubber moulded glossy finish cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc, complete all as specified and directed. 8 Material and labour, Factory made of Rubber moulded glossy finish, kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm),laid onsides of paths / road /including making drainage opening wherever required, complete all as specified and directed. 9 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc as in kerb stone, as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering, 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)), complete all as specified and directed. 10 Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in cement mortar 1:6, complete all as specified and directed. 11 Material and Labour for Rendering 15 mm cement plaster of mix cement mortar.1:4 (1 cement: 4 fine sand), complete all as specified and directed. 12 Providing and laying 110mm bore single socket PVC pipe (SWR) pipe, in any length with rubber ring joints layed to PCC floors, foot path etc, complete all as specified and directed. 13 Providing and laying non-pressure NP2 class (light duty), R.C.C. pipe 450 mm dia 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 all as specified and directed. 14 Material and labour for Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means), complete all as specified and directed. 15 Material and labour for Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, including preparation, consolidation and rolling with power road roller of 8-12 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, complete all as specified and directed. 16 Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on primed WBM surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. 17 Providing and applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7 to 1.0 Kg/sqm on surface of WMM / WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed. 18 Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification, On W.B.M. @ 0.75 Kg / sqm, complete all as specified and directed. 19 Providing and laying Bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment, including preparation andconsolidation of Bituminous concrete rolling with power road roller of 8-12 tonne capacity with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, 50 mm compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity, complete all as specified and directed.Notes :- (a) DBM shall be as per MORTH specifications including minimum binder content mention therein and as detailed in particular specifications.b) Supply and mixing of hydrated lime or cement or both in case TSR is less than 80%is deemed to be included rate quoted. 20 Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, On bituminous surface @ 0.50 Kg / sqm, complete all as specified and directed. 21 Providing and laying Semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to the required grade, level and alignment, including preparation andconsolidation of Semi-dense bituminous concrete rolling with power road roller of 8-12 tonne capacity rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, 30mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity, complete all as specified and directed.Notes:- (i)Thickness of semi dense asphaltic concrete and quantities of materials as mentioned in particular specifications/SSR are the minimum. The quoted rate shall also be deemed to include for provision of more materials in comparison to those mentioned/specified in the item, if required, to achieve the required level, gradient, camber and shape all as directed by the GE.(ii)Hot mix plant of adequate capacity shall be used for heating and mixing stone and fine aggregate and binder (bitumen) and semi dense asphaltic concrete shall be laid in single layer with self propelled mechanical paver all as directed by the GE. 22 Providing and applying 2.5 mm thick road marking strips (retroreflective) 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 all as specified and directed. 23 Material and labour for MS steel frame work in repair as in post including cutting tops to shape as directed, drilling holes, etc. including all necessary drilling, bolting or riveting, etc. and similar work confirming to Fe-290 Gde E-165, complete all as specified and directed. 24 Providing and fixing 24 convex mirror in repair, polycarbonate 24 orange body including MS plate for fixing of convex mirror etc, complete all as specified and directed. 25 Providing and fixing Post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed, complete all as specified and directed. 26 Material and labour for Excavation in post holes (Or similar holes)each n.exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceending 25 cm in hard/dense soil, complete all as specified and directed. 27 Material and labour for Cement concrete filling of post holes concrete type B21:2:4 using 40 mm graded stone aggregate, complete all as specified and directed. 28 Supply and fixsolar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd complete as per manufactures instructions etc. complete all as specified and directed. 29 Supply and fixing in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and directed. 30 Supply and erection of LT steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-31, 9 metre long complete all as specified and directed.Note.Earth work will be measured and paid separately under relevant items of schedule 31 Material and labour for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in coping weathering, slightly rounded or chamfered anlges and throating complete all as specified and directed. 32 Material and labour for PCC 1:3:6 type C-2 using 40mm graded aggregate as in foundations of stays and HT/LT poles etc complete including necessary form work weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. 33 Material and labour for PCC 1:2:4 type B-1 by using 20mm graded crushed stone aggregate as in foundations for making good road/ foot path/hard standing/drain/building plinth protection complete all as specified and directed. 34 Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for taking out/laying of LT under ground and getting out in the following type of earth stata complete all as specified and directed. 35 Soft/loose soil 36 Hard / dense soil 37 Excavation in trenches not exceeding 1.5 metre and exceeding 1.5 metre deep and getting out in soft / loose soil complete all as specified and directed. 38 Returning, filling in including spreading, leveling, watering and well rammming in layers not exceeding 25cm in soil complete all as specified and directed. 39 Removing surplus excavated soil to a distance not exceeding 50m depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed. 40 Supply and lay in trenches un-reinforced precast concrete cablel cover class LV, Type 1, flat, size 250 mm x 150mm x 40mm for cable protection complete all as specified and directed. 41 Material and labour for river sand filling in trenches to required width at bottom and top of cable as cushioning including spreading leveling and consolidation complete all as specified and directed. 42 Supply and fixing LED street light fitting 70 Watt 230 VAC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics with IP 65/66 protection complete all as specified and directed. 43 Supply and fixing of 50mm dia x 1.5 metres long GI pipe (Medium class) bracket for mounting of street light fitting on pole including bending the pipe to the required shape, 2 Nos 40 mm x 3mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and paint etc complete all as specified and directed. 44 Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 16.0 sqmm 4 core complete all as specified and directed. 45 Supplying and drawing 3 x 2.5 sqmm size of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/PVC conduit/steel pole as required complete all as specified and directed. 46 Supply and fix pole junction box sheet moulded compound (SMC) type with hinged door and locking arrangement of size 300 x 200 x 105mm (internal) comprising of 63A power terminal block 4 ways, one No SP MCB single pole of capacity 6 Amps, C curve, 10 KA, 240 volts duly fixed on DIN rail C type and one No terminal for loop in & loop out suitable for three phase street light system including nuts, bolts and washers, MS clamp fabricatd from 25 x 3mm flat iron mounted on pole complete all as specified and directed. 47 Supply and fixing Austronomical street light timer panel of rating 6 kW, conforms to IS/IEC 60947-4-1, provided with protection degree IP 54, extended wide band coil, FRLS (Fire retardant low smoke) internal wiring, in built short-circuit protection, class H insulation including 32 Amps TP contractor-01 No and MCB TPN 40A, C curve, 10 KA, 415 volts one No complete all as specified and directed. 48 M&L for earthing complete with galvanised steel,earth plate electrode 600x600mm x 6mm thick burried directly in ground earth pit not less than 2.25 m deep belowground level with top edge of the plate not less than 1.5 m below normal ground level connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 5 of SSR Part-I connected to earth test point including excavation / earth work in any type of strata, removal of surplus excavated material, GI pipe for watering and funnel, PCC 1:3:6 type C1 Chamber with RCC1:2:4 type B1 in cover slab GI funnel with GI watering pipe 20mm dia medium grade, wire mesh, protection pipe 20mm dia GI pipe light grade for earth lead upto 7.5m long complete all as specified and directed. 49 Providing and laying earth connection from earth electrode with 6 SWG dia GI wire in 15mm dia GI pipe from earth electrode including connection with GI thimble excavation and re-filling as required including taking down old GI wire complete all as specified and directed. 50 Supply, installation, testing and commissioning of Electro-mechanical tyre killer of length 4 metre comprising of the following features :-(i)Material carbon steel with powder coated.(ii)Height of spike : 100mm.(iii)Thickness of spike : 10mm.(iv)Thickness of panel : 12mm.(v) Actuator : single.(vi)Spike distance (Between two adjacent spikes : 100mm.(vii)Rising and dropping time : 1-2 sec.(viii) Axis : Dia 25mm.(ix)Load capacity 20 Ton.(x)Operating temperature : 0 to 55 degree C.(xi) Protection class : IP 55.(xii) PIpes and casing.Note.Installation work includes, excavation, cutting of existing road any type and concrete/RCC works if any required as per OEM recommendations. 51 Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 16.0 sqmm 2 core complete all as specified and directed. 52 Dismantling of bituminous road manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete all as specified and directed. 53 Supply and fix UPS online of capacity 2 KVA with IGBT-PWM switching technology for 30 min back up with battery/battery bank 6 Nos of 26 Ah provided, single phase AC input 160 to 260V and out put 230± 1% including all accessories to connect the battery and connecting the UPS with existing system.Minimum warranty of UPS-2 years and battery warranty also 2 years of capacity 2 KVA including batteries complete all as specified and directed. 54 Material and labour for maintenance free chemical bore earthing of dual pipe technology of 3 meter long with outer pipe diameter of 88mm & inner pipe diameter 48 mm, the pipes outer is properly galvanised for 80-120 micron and wall thickness of inner pipe 3.0 mm and 2.0mm of outer type.There should be terminal for connection of 75 x 6.0mm with two holes of 14mm diameter.Electrode is duly filled with the highly conductive material with sealing at both ends with lead terminal of 75 x 5.2mm at top.The electrode shall be duly tested & certified by CPRI(Central Power Research Institute), Govt of India for a minimum short circuit current of 42 KArms for 1 second with initla pick of 88.2 Ka.The electrode is tested in MSME Govt of India.The electrode is tested for salt spray testing as per B 117-09 for corrosion for minimum 500 hours from NABL accredited lab CHEM T 298/& MECH.T 299 & ISO/IEC 17025 accredited material testing lab, supply of earth enhancing compound 2 bags of 25 Kgs each.The chemical compound should be tested and certified by any International accredited and BIS ( Bureau of Indian Standards) accredited laboratary.The testing laboratary should be ISO 9001 & ISO 14001 certified.The earth enhancing compound should be tested referrng to protocal IS 1350 &I IEC62321/111/54/CDV.The pH value of compound should be between 7 to 8 (i.e. basic in nature). 55 The content of mercury (Hg) & Hexachromium should be below detection level (i.e. non Toxinc Compound) including necessary boring in ground of 150 / 200mm dia in any type of strata connecting to test point including provision of chamber cover complete all as specified and directed.Note.(i)The earth resistance shall be less than 1 ohms.(ii)Contractor shall improve the desired earthing resistance within the permissible limit without any extra cost. 56 Providing and laying earth connection from earth electrode with 6 SWG with dia GI wire in 15mm dia GI pipe from each electrode including connection with GI thimble excavation and re-filling as required including taking down old GI wire complete all as specified and directed.
