Tender For Kalyan Highway Thanage Malaa To Amardham, Seena River Beautification Within Ahmednagar Municipal Corporation Region - Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. 2 Providing & fixing G.I. wire Gabions of size-3.00 x 1.00 x 1.00 M coated with Zinc+PVC of required size, section including boxes made of mechanically woven hexagonal shaped wire mesh of type, 10x12cm. edges mechanically selvedged made of heavily (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire 3.00 mm Ø edge wire 3.9 mm Ø and filled with 20 to 50 kilogram weight trapstones including conveying with all the leads & lifts and placing at required places in required line, level, slope as per drawing, section as directed etc. complete under tidal conditions. 3 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m)by Mechanical Means. 4 Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/ murum, watering, ramming, etc. complete. (Lift upto 1.5 m)by Mechanical Means. 5 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. 6 Providing and laying Cast in situ/ Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/ steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). 7 Providing and laying in situ/ Ready Mixcement concrete M-25of trap/ granite/quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/ pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 8 Providing and laying cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). 9 Providing and laying Cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. Beams and Lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/ pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). 10 Providing and laying Cast in situ/ Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Pardi of required thickness including centering, formwork, cover blocks, laying/ pumping, compacting, curing, finishing and rougheningthem if special finish is to be provided and curing complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 11 Providing and fixing in position TMT FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 12 Filling in plinth and floors with contractors soil. Sand or murum materials in 15 cm to 20 cm layers including watering & compaction complete. 13 Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:4 including scaffolding, raking out joints and watering etc. in pillar of curved shapes as shown in the drawing or as directed complete. 14 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. 15 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. 16 Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. 17 Providing and fixing plain zinc sheeting of 0.80 mm thick (22 B.W.G.) over the ridge hip or velley to galvanised iron sheet roofing including all fastening and bolt galvanised iron screws and bolts and lead and bitumen washers complete. ( Weight of 6.8 Kg/Sq.m.) 18 Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. 19 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources). 20 Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for city streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. 21 Construction of granular sub-base byPlant Mix Method by providing close graded Material,mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material. 22 Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse andfine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand)conforming to IS: 383, the size of coarse aggregate not exceeding 25milimetre, 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved byEngineer-in-charge, compacting withvibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete. 23 Providing and laying in-situM-30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement, coarse andfine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand)conforming to IS 383, usingfine andcoarseaggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curingcompound/by providing cement vata in cement Mortar 1:8of0.6 metre x 0.6 metre centre to centre, admeasuring 80milimetreat bottom and 40milimetreat top withdepth of 75milimetreand maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge. 24 Providing and fixing in position Mild Steel FE-500, 25milimetrediameter dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C & wherever directedincluding handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. 25 Providing and fixing in position TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12milimetredia. 70 cm. long and at 30.00 cm. C/C& wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete. 26 Preparing Instant lawn: - Excavating the ground to a required depth of 20 cms. Removing and conveying the unwanted stuff to a required distance as directed. Filling fresh garden soil/silt & manure in 3:1 proportion to a height of 20 cms. Mixing soil and manure thoroughly well, levelling with required slope, light watering on previous night, rolling on surface, fixing readymade lawn turf, rolls or slabs of required variety as directed. Ramming on it for proper fixing & maintaining till well established by watering, weeding, clipping or mowing, etc. complete.(R.A no 3) 27 Planting small and medium size ornamental/flowering 2122!•.- Digging pit with size 0.6 m x 0.6 m x 0.6 m, Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil & Farm Yard Manure up to a height of 0.60 m in proportion. Mixing soil and manure thoroughly well, leveling and watering previous night. Planting one- or two- year-old healthy plant saplings as per specifications. Maintaining till well established by watering, Stirring of soil and manure, replacing of casualties etc. complete. R.A. No. 13 28 Planting large flowering/Shady trees:- (Minimum Height to 2 Mtr.)Digging pit with size 0.9 m x 0.9 m x 0.9 m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a hight of 0.30 m. and remaining height of 0.60 m. with fresh garden soil & manure in in 3:1 proportion. Mixing soil and manure thoroughly well, leveling, as directed, watering previous night. Planting two or three year old,minimum 2.0 mtr. mtr. hight, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings, Stirring of soil, staking, replacing of casualties etc. com lete. R.A. No. 12 29 Cycas revolute 3’height excluding polybag 30 Foxtail palm 10 ’ to 12 ’ height and 6 “ girth excluding polybag 31 Alstonia scholoris Satveen 10 ’ to 12 ’ height and 6 “ girth excluding polybag 32 Baringtonia spaciosa 10 ’ to 12 ’ height and 6 “ girth excluding polybag 33 Cassia fistula Bahava 10 ’ to 12 ’ height and 6 “ girth excluding polybag 34 Cordia cebastina 10 ’ to 12 ’ height and 6 “ girth excluding polybag 35 Filicum decipiens Fern Tree 10 ’ to 12 ’ height and 6 “ girth excluding polybag 36 Peltophorum pheruginum Peltophorum 10 ’to 12 ’ height and 6 “ girth excluding polybag 37 Swetania mahogany Mahogani 10’ to12’ height and 6 “ girth excluding pollybag 38 Terminalia montana 10’ to 12’ height and 6 “ girth excluding polybag 39 Trunk Bin (Refer sketch 6) Product area:0.38Sqm, Capacity in ltrs: 72.0 ltrs, Product height:0.69m 40 Frog Dust Bin (Refer sketch 9) Productarea:0.61Sqm, Capacity in ltrs: 84.0 ltrs, Productheight:0.92m 41 Standard Bench (Refer sketch 14) Product area: 1.8 x 0.6 mts, Capacity in nos: 4 nos, Product height:0.80m 42 Supplying and laying rigid PVC conduit 25 mm Dia. With neccessory accessories in RCC work/false ceiling/false flooring asper specification No. WG‐MA/CC.1.1.7 para no.(1.2.1) 43 Supplying & erecting mains with 2x6 sq.mmF.R copper PVC insulated as wire laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification No. WG‐MA/BW(1.3.9) 44 Supplying & erecting LED FLOOD light fitting of 30 to 40W, including lamp,with PF > 0.95 class IP 65 and above class IP 65 and above housing of pressure die cast alluminium alloy and heat sink extruded alluminium complete per specification No. FG‐ODF/FLS2 (2‐9‐12) 45 Providing & erecting 9 m high (clear height ) galvanized OCTAGONAL pole with foundation bolts having bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification No.OH‐PL/OPL (8‐3‐16) 46 providingg & erecting galvanised 1000 mm double arm sword type brcacket with FRP dome and ball as per specification No. OH‐PL/PBKT (8‐3‐31) 47 supplying & erecting fresf air cum exaust fan of light duty 250 V.A.C 50 cycles 225 mm. 1400 RPM rust proof body & blades.wire mesh,duly erected in an approved manner amd marking Sr. No. ad date of erection. (2.13.15) 48 supplying & erecting CRCA sheet metal one way enclosures suitable for D.P.M.C.B /T.P.M.C.B/F.P.M.C.B complete erected onangle iron/G.I frame 49 supplying & erecting triple pole and neutral distribution board (TPNDB) surface /flush mounted suitable for SPMCB of 24 ways, on iron /G.I frame / wooden board (horizontal type) as per specification no.SW‐SWR/MCBDB (5‐4‐2) 50 supplying & erecting marking SPMCB 6A to 32A C‐series (for motor/power) inprovided distibution board as per specification No. SW‐SWR/MCB(5.3.2) 51 supplying & erecting & marking SPMCB 6A to 32A B‐series (for lighting) in provided distibution board as per specification No. SW-SWR/MCB(5.3.3) 52 supplying & erecting & marking TPN MCB 40A to 63A, C‐series in provided distibution board as per specification No. SW‐SWR/MCB(5.2.8) 53 supplying & erecting blanking plate of suitable size on MCB DB (5‐424) 54 supplying & CRCA sheet box with earthing terminals for housing 4 pole RCCB complete on iron frame /laminated board.(5‐6‐16) 55 providing erecting & commissioning approved make RCCB of electromagnetic type with 30/100/300 mA sensitivity & having capacity of 40 A 4 pole complete as per specification No. SW‐RCCB/RCCB (5‐6‐6) 56 Supplying and erecting self locking arrangement with duplicate keys, made with brass duly erected, flush with surface of panel/cupboard. (6‐1‐21) 57 Supplying, erecting and terminating PVC armoured cable 4 core 4sqmm aluminium conductor with continious 5.48 smm (12 SWG)G.I. Earth wire complete erected with glands and lugs, on wall /trusses/pole or laid in provided trench /pipe as per specification no. CB‐LT/AL (7‐1‐13) 58 Supplying, erecting and terminating PVC armoured cable 3.1/2 core 25sqmm aluminium conductor with continious 8.35 sq mm (10 SWG) G.I. Earth wire complete erected with glands and lugs, on wall /trusses/pole or laid in provided trench /pipe as per specification no. CB‐LT/AL (7‐1‐17) 59 providing and casting of M‐20 grade reinforced cement concrete (RCC) foundation suiatable for 9m & 10m high octagonal/conical G.I. pole cosidering the safe soil bearing capacity at site as 10T/sqm at 1.5 m depth including supply of steel ,concrete,excavation and fixing provided nuts and bolts with the help of template as per design in an approved manner. (16‐3‐9) 60 supplying and erecting G.I pipe A class 50 mm dia. erected for enclosing PVC erected for enclosing PVC amoured cable on wall/pole as per specification No. CB‐CE (7‐6‐3) (RCC) 61 supplying and laying (including excavation) 25 cm dia. RCC hume pipe of standard thickness at required depth up to 90 cms. Below road / ground surface, for covering provided cable and neccesary back filling with light ramming to make the road / ground surface as it is was (except bitumen carpet). (7‐6‐7) 62 supply, installation, testing and commissioning of UL certified / CPRI tested maintenance free earthing comprising of electrode of 17.2 mm dia. low carbon steel with 250 mm micron molecular copper bonded earthing rod of length 3 m along with 25 kg carbon-based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity as per specification No. EA‐MOBI (9.1.5)
