Urban Improvement Trust-UIT has published Construction Of Grade Separator At Kotri Junction Civil Works. Submission Date for this Tender is 11-10-2021. Bridge Work Tenders in Kota Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Sep-2021 | Corrigendum | Date | 11-10-2021 |
| Sl. No. | Item Description |
| 1 | Cutting of trees including cutting of trunks, branches and removal of stumps including stacking of serviceable material within a lead of 1000 metres with all lifts and earth filling to required compaction in the depression/pit. [MoRTH specification: Clause 201] |
| 2 | Girth from 300 mm to 600 mm |
| 3 | Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs saplings and trees of girth upto 300 mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000m from road boundary. (MoRTH Specification: Clause 201)In area of light jungle |
| 4 | Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] |
| 5 | Prestressed/reinforced cement concrete grade M-20 & above. |
| 6 | Brick/ tile work In cement mortar |
| 7 | Rubble stone masonry in cement mortar |
| 8 | Rubble stone masonry in cement mortar |
| 9 | Steel work in all type section upto all heightsabove plinth level Including dismembering |
| 10 | Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) |
| 11 | Bituminous course |
| 12 | Granular courses |
| 13 | Dismantling kerb stone by manual means and disposal of dismantled material with all lift and up to a lead of 1000 meter as per MoRTH specification clause 202. |
| 14 | Removal of telephone/electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 mtrs. and stacking the serviceable and unserviceable material separately. (MoRTH specification : Clause 202) |
| 15 | Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead up to 1000 meters as per MoRTH specification Clause No. 305.4.3. (Sliplane) |
| 16 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] |
| 17 | In ordinary SoilKassi work, undressed, involving an average horizontal throw up to 2 meters and an average vertical lift up to 0.50 meter including breaking of clods. |
| 18 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305. |
| 19 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.(CBR 7%) |
| 20 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead For Grading II Material |
| 21 | Providing, laying, spreading and compactingstone aggregate forWet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112)by mechanical means with all lead . |
| 22 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS: 8887 & manufacturer"s specifications @ 6 Kg/10 sq.m with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : cl. 502, 112. |
| 23 | Providing and applying tack coat on the prepared surface, withbitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) |
| 24 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9,in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads Grading II (26.5mm nominal size) - Bitumen @ minimum 4.5% of mix usingVG 30( thickness 50 - 75 mm ) |
| 25 | Providing and laying bituminous concrete as per design mix on preparedsurface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all lead. Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm VG 30 Grade |
| 26 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (PMB - 40) / industrial grade bitumen meeting the requirements given in Table 500-39, 40, 41, 42, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti- skid surface with bitumen pre-coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 Cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRTH specification Clause 516. |
| 27 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, coarse aggregate 26.5mm nominal size aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per MoRTH Specification cl. 601. |
| 28 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 43 grade cement , coarse and fine aggregate (table 600-2 & 600-3) conforming to IS 383, maximum size of coarse aggregate 31.5mm nominal size mixed in a batching and mixing plant as per approved Mix design to achieve required design mix grade of controlled concrete, transported to site, laid with aslip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler bord , separation membrane, sealant primer, joint sealant (Table 600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod (IS : 1786 Fe500 or IS : 432 Grade-I), admixtures (IS : 9103 & IS : 6925)as approved, curing compound, finishing to lines and grades as per drawingincluding joimt cutting & texturing etc complete as per MoRTH Specification cl. 602 (with flexural strengthe minimum 4.5 MPa). (Minimum grade of pavement M-40) |
| 29 | Providing, Hosting & Fixing upto Floor three level precast reinforced concrete work in Nonimal M20 grade mix including cost of required centering, Shuttering (for molding and comices), finishing, smooting with 6 mm thick cement plaster 1:3 (1Cement : 3 fine sand) on exposed surface complete including cost of reinforcement & as per the design approved by Engineer-in-Charge. |
| 30 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409Using Concrete Batching and Mixing Plant |
| 31 | Lettering & figuring with enamel paint of approved quality as per IRC standard |
| 32 | Providing and fixing letters |
| 33 | English and Roman |
| 34 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 35 | 90 cm equilateral triangle |
| 36 | 60 cm equilateral triangle |
| 37 | 60 cm circular |
| 38 | 80 mm x 60 mm rectangular |
| 39 | 60 cm x 45 cm rectangular |
| 40 | 60 cm x 60 cm square |
| 41 | 90 cm high octagon |
| 42 | Supply of High Intensity retro reflecting Type IV sign plate made out of 2.0 mm thick aluminum sheet face to be fully covered with blue / green high intensity grade retro reflective sheet and logo/ matters, boarder made of with similar type of white sheeting after etching treatment of aluminum sheet , the back side is to be painted with epoxy grey paint. The plate is to be fixed on 40x40x5 mm angle iron frame with help of aluminum rivets. |
| 43 | Fabrication & assembling of over head gantry & cantilever type structure as per drawing & design including steel work in built up tubular trusses , cutting / hoisting, bolting & fixing in position & applying coat of red oxide paint including special type of nut, bolts( Bolt up to 750 mm ) and washers complete & finishing with grey enamel paint . |
| 44 | Providingand laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/plain surface, including reflectorising glass beads @250 gms per sqm area with special applicator machine, as perIRC:35 including cleaing the surface of all dirt, dust and other foreign matter, demarcation at site and traffice control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material labour, machinery, lighting, guarding. |
| 45 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all around it. |
| 46 | Rumble Strips: As per MORTH Circular No. RW/NH 33037/01/2016 S&R (R) Dated 29.08.2016: Supply and installation of Plastic Rumble Strip made of Poly Ethylene Material with rectangular shape in HEXACORE DESIGN. The size of rumble strips should be Length 500mm Width 200mm and Height 15mm with Loading Capacity/ Compressive Strength 25 Ton. The High Intensity Prismatic tapes colour red/yellow should fixed on the core of Rumble strip for night vision. Fixing will be by drilling holes on the road with nails (size 8mm thickness and length 75mm) and using epoxy resin based adhesive |
| 47 | P & F Delineator with 30 cm. outer dia RCC Hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1.0 M. Long 40 cm embedded in cement concrete (1:2:4) block of size 50x50x40 cm. including excavation up to 40 cm depth. The inside of pipe shall be filled with C.C. (1:2:4) stone grit max size 20 mm or less up to the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side |
| 48 | Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side. |
| 49 | Providing, fixing, maintaining, shifting & refixing, barricading of minimum 2.0 mtr height at stipulated active site of the same project site, made with angle iron frame of 50x50x5mm and GI sheet of 0.63mm thick including primer painted initialy, painting, lettering & border with reflective paint at the time of every shifing, traffic diversion arrangement, safety guard, suitable lightning arrangement during night, complete in all respect till completion of the project as per technical specification and direction of Engineer-In-charge and same shall be possessed by the contractor after completion of the Project. |
| 50 | Payment under this item will be released |
| 51 | 1) 50% At the time of Providing new barricading at the time of start of project at location and plan as approved by the Engineer & certification |
| 52 | (2) 50% After completion of project including shifting re-erecting and maintaining the barricading in position, during entire construction tenure with requisite manpower /flagman etc. complete for guiding traffic and safety etc and dismantling after completion of project. |
| 53 | Providing & Fixing of anti skid high strength, high finish, coloured Tile/Interlocking flooring having thickness 60 mm over prepared surface with base of 25 mm thick cement and mortar 1:4 as per approved colour, design & drawing including all erspect complete. (the design of paving blocks shall be decided by Engineer-in-charge) |
| 54 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 55 | Providing & Laying uPVC pipe 160mm dia |
| 56 | Brick Masonry work in cement mortar 1:3 for substructure complete, with scaffolding, excluding pointing and plastering, as per drawing and technical specification. [MoRTH Specification: Section 1300]. |
| 57 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mmthick |
| 58 | Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping. 200 mm nominal bore |
| 59 | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification. [MoRTH specification clause 304]. |
| 60 | In ordinary soil depth up to 3.0m by mechanical means |
| 61 | In hard rock blasting prohibited |
| 62 | Structural cement concrete (Design mix) in open foundations, with form work, at any level, cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification [MoRTH specification: section 1700 & 1500] with 20mm nominal size aggreagate by using concrete mixer P.C.C. M: 15 grade |
| 63 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. |
| 64 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. : R.C.C.M-25 grade |
| 65 | Drilling of holes upto 50mm dia suing rotary percussion drilling machine in any strata, fixing of casing pipe washing of holes by alternate cycles of air & water jetting till cleaning water flows from the pipe complete |
| 66 | Grouting of foundation by chemical cement/ cement sand slurry of specified consistency conforming IS:6066 using single/double packed assembly in either descending or ascending order |
| 67 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] |
| 68 | Structural cement concrete for plain concrete/reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete - [MoRTH specification: section 1500 & 1700] |
| 69 | RCC M-35 grade |
| 70 | Upto 5 mtr. height |
| 71 | Providing and constructing of Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with specified grade concrete using batching plant, transit mixer, concrete pump and vibrator with 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design and dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per clause 809 of MoRT&H specification including all material, labour scaffolding etc. M40 |
| 72 | Providing and fixing G.I. Pipes railing of 80 mm dia. (Class B) over brackets of 16 mm thick MS plate with 200 mm at bottom & 120 mm at top with 200 mm height welded to 16 mm thick MS Plates of size 200 X 175 anchored with 400 mm long 4-12 mm dia.steel bars at the top of RCC crash barrier @1.0m c/c including fixing arrangement as per the drawing, clause 800 of MoRTH specification and as per the direction of the Engineer. |
| 73 | Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD bar reinforcement |
| 74 | Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. |
| 75 | Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction complete with all lead and lift, as per drawing and techinical specifications (MoRTH specification clause 304) Sandy material |
| 76 | Structural Cement concretefor reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete [MoRTH Specification 1500(N)&1700(N)] M 45 grade Solid slab/Voided slab superstructure Height up to 5m |
| 77 | Providing and laying HYSD bar reinforcement at any level in super structure complete as per drawing and technical specification. (MoRTH specification: Section - 1600) |
| 78 | Providing and laying High Tensile Steel wires/strands at any level including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specifications. [MoRTH specification : 1800] |
| 79 | Providing and placing in position suitable PVC water stops to IS 12200 for construction/expansion joints between two RCCC mmbers and ix to the reinfrocement with binding wire before pouring concrete complete |
| 80 | Serrated with central bulb ( 225 mm wide, 8 - 11 mm THK) |
| 81 | Providing and Fixing Aluminium composite panel ofapproved make 3mm thick with 0.5mm thick skin & PVDF coated approved shade for wall panelling. Main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. Stainless steel screw to be used to fix the ACP panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by Engineer-in-charge. |
| 82 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] |
| 83 | 1000 mm Dia |
| 84 | Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100) |
| 85 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. |
| 86 | Using Cement concrete M-30 pavement Grade |
| 87 | Providing and Fixing Brown Kota/Mandana /Dholpur/Slate Stone/Jodhpur Beige or any stone in Combination in cladding/flooring structural base with white cement and tinex chemical and SS Clamp and fasteners (of Approved Brand) laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attached complete in all respect as per direction of Engineer-in-Chage and Architect with all lead and lift. The Stone measurement and will be done of outer most dimension. Thickness of stone 25-30mm. |
| 88 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :Stone slab 60 to 75 mm thick average. |
| 89 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.86m, height 0.20m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.605m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150 / 300 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in all pieces of manhole @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to OD of sewer pipe + 50 mm, PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. |
| 90 | Pre-cast RCC M-40 grade circular manholes 1.055 m deep to invert with pre-cast manhole cover frame (height 0.20), conical piece (height 0.605), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm height equal to OD of sewer pipe + 50mm, PCC M15 grade benching and channel portion. |
| 91 | Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150 / 300 mm for constructing extra depth of manhole for depth beyond 1.055m as per drawing. |
| 92 | Providing fixing and constructiong of precast RCC M40 Circular manhole with internal dia 1.5m and up to specified depth having precast RCC M40 grade circular manhole cover frame ,conical piece and circular rings of required heights |
| 93 | Precase RCC M40 Grade Circular manhole 1.555m deep to invert with precast manhole cover frame (Height 0.2),conical piece (height 1.105) cast in situ pcc m10 grade foundation pcc m15 grade circular wall ID 1.425m,wall thickness 200mm height equal to OD of sewer pipe+50mm pcc M15 grade benching and channel portion |
| 94 | Providing and fixing precast RCC M40 grade Circular ring of ID 1.5m wall thickness 125mm,height 150/300/600/900/1200mm for constructing extra depth of manhole for depth beyond 1.555 m as per drawing. |
| 95 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 96 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. |
| 97 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 98 | Extra if square,rectangular hollow tubularsections are used or grill made by flats only |
| 99 | Rough chisel dressed stone flooring over 20 mm (Av.) thick base in CM 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : |
| 100 | 35 mm thick red sand stone. |
| 101 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). |
| 102 | 300 mm dia |
| 103 | 500 mm dia |
| 104 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth |
| 105 | Supply of dry manure including loading unloading,transportation & stacking at site. Farm yard manure(organic) |
| 106 | Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc.(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds & fit fo In rows 7.5 Cms. apart in either direction |
| 107 | Supply & Plantation of selected specimen plants including mortality replacement, loading - unloading transportation and maintenance for 30 days after planting the plants (as per scope of work for Horticulture) 1.Preparation of soil including cleaning & removing of unwanted shrubs removal ofstones & garbage.2.Supply of dry manure (Farm yard manure organic)3.Supply of Insecticides. 4.Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting.5.Watering to plants. 6. Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 108 | Cycus revolata 3"-4" Dia |
| 109 | Cycus circinalis4"-5" Dia |
| 110 | Phoenix roebilinii 5"-6" height |
| 111 | Phoenix dactylifera 12"-15" height |
| 112 | Ficus Starlight 4"-5" height |
| 113 | Ficus benjamina 12"-15" height |
| 114 | Magnolia champaca 5"-6" height (Golden Champa) |
| 115 | Melaleuca bracteata 5"-6"height Topiary (Bottle Brush) |
| 116 | Juniperus chinensis 5"-6"height |
| 117 | Liriodendron 10"-12" height (Tulip Tree) |
| 118 | laosnd }kjk fuEu çtkfr;ksa ds "kcZl dh vkiwfrZ ,oa yxkukAikS/kk LoLFk gksuk pkfg,A ikS/kksa dh Å¡pkbZ 0-40 ls 0-50 eh- rd A |
| 119 | Lalri /Anermi /Golden Duranta |
| 120 | Crape Myrtal /Hemelia /Lantana Selloviana /Lantana Yellow /Rukmani /Gaudichaudi |
| 121 | Jade Plant /Aclypha Tricolor /Kaner Dwarf /Copper Plant /Gudhal /Chandni/ Kamini Muraya /Callindra Pink Off. |
| 122 | Pedilanthus /Laila Majnu |
| 123 | Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work. |
| 124 | For 3 Year |
| 125 | yxs gq;s ikS/kksa dk la/kkj.k dk;Z & laosnd }kjk yxs gq;s ikS/kksa dh lkj laHkky@la/kkj.k dk;Z djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko’;drkuqlkj vçoqM [kkn] fu;fer ikuh nsuk o dhVuk’kd dk ç;ksx ,oa fujkbZ&xqM+kbZ] Fkkaoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa "kkfey gSA ftldk çcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg rd A |
| 126 | For 3 Year |
| 127 | nwc dk la/kkj.k dk;Z & yxh gqbZ nwc dk la/kkj.k dk;Z esa [kjirokj fudkyuk] fu;fer flapkbZ djuk] [kkn Mkyuk ,oa e’khu ds }kjk fu;fer dVkbZ djuk rkfd nwc vPNh rjg ls fodflr gks ldsA |
| 128 | For 3 Year |
| 129 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: |
| 130 | 150mm-do- |
| 131 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. Nominal bore of pipe (mm) |
| 132 | 150 mm |
| 133 | Testing verticality of tube-well by plumbing system and yield test and draw down test by pumping system as per IS: 2800 (Part II) 1979. |
| 134 | S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: |
| 135 | 150mm dia |
| 136 | S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 137 | SITC of radial / mixed flow submersible motor pump sets ISI marked (IS:8034-1989) of approved make with required accessories including making connection suitable for T.W./ D.C.B./ Open well. The job includes lowering ofriser pipe, G.I./H.D.P.E. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. |
| 138 | 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head, minimum Discharge respectively. 7.5 HP, 3-Ø, (45-73)Mtr, (400-280)LPM (Group I) |
| 139 | Providing & Fixing of HDPE pipe ISI mark (IS:4984/95) for water supply (suitable for submersible & jet pump) with required fittings for vertical installation |
| 140 | 40 mm OD6 kg / cm2 |
| 141 | 63 mm OD6 kg / cm2 |
| 142 | 40 mm OD4kg/ cm2 |
| 143 | 63 mm OD4 kg/ cm2 |
| 144 | Providing and fixing of self closing spring loaded quick coupling 3/4" hydrant (Drip"n"Drip /Whethermetic/ Premier); made of Aluminium alloy doly procted ints main parts by brass stainless steel and techno polymors & having self closing thermoplastic hinged lid, anti rotating device and with requirew no. of 3/4" key for quick coupling hydrant made up of Aluminium alloy ;doly procted. An electro galvanized MS saddle with 3/4" G.I Riser with galvanized nut & bolts and parallel female thread (pressure tight) shall be used to connect the quick coupling hydrant to the pipeline. |
| 145 | Electrical Work |
| 146 | P&F laying XLPE insulated IS: 7098/II/85 of Group I and approved make H.T. cable for working voltage 33 KV. Earthed direct in ground including excavating of 30 cm x 100 cm size trench 25 cm layer of river sand IInd class brick covering refilling earth compaction of earth making necessary connection testing etc. as required of size. 3 core 300 sqmm. |
| 147 | P&F laying XLPE insulated IS: 7098/II/85 of Group I and approved make H.T. cable for working voltage 11 KV. Earthed direct in ground including excavating of 30 cm x 100 cm size trench 25 cm layer of river sand IInd class brick covering refilling earth compaction of earth making necessary connection testing etc. asMakeRPG/Havells/KEI. required of size.Group 1 |
| 148 | 3 core 185 sqmm. |
| 149 | 3 core 95.0 Sq.mm |
| 150 | Providing and making heat shrinkable type indoor/outdoor/ straight through terminations/ joint kit of Group 1 and approved make suitable for XLPE insulated 11 K.V/33KVcable with required components preparation of cable ends testing etc as required of following sizes.Group 1 |
| 151 | 3core 120/150/185/225sqmm. Out door kit |
| 152 | 3core 120/150/185/225sqmm. Straight through joint |
| 153 | 3core 120/150/185/225sqmm. indoor kit |
| 154 | 33KV End Termination Kit Outdoor type 3core240/400 sqmm. |
| 155 | 33KV Straight Through joint kit 3core240/400 sqmm. |
| 156 | 3 core 70/95 Sq.mm |
| 157 | P/laying P.V.C /XLPE insulated & P.V.C. sheathed cable of 1.1 k.v. grade with aluminum conductor of IS 1554 P-1/7098 P-I of Group I of approved make in ground as per IS : 1255 including excavation of 30 cm x 75 cm size trench, 25 Cm thick under layer of sand, 11nd class bricks covering, refilling earth compaction of earth making necessary connection testing etc. as required of size Group-I |
| 158 | 4corex10sqmm.(Armoured) |
| 159 | 4corex16.0sqmm.(Armoured) |
| 160 | 3.5core x 185sqmm.(Armoured) |
| 161 | 2core x 6.0sqmm.(Armoured) |
| 162 | 4 core x 6.0 Sq.mm |
| 163 | 4core x 25sqmm.(Armoured) |
| 164 | 3.5 core*300 sqmm |
| 165 | 3.5 core *50 sqmm |
| 166 | 3 core*6 sq.mm |
| 167 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, aluminium lugs duty crimped with crimping tool, PVC tape etc for following size of armoured PVC insulated & PVC sheathed XLPE aluminium conductor cable of 1100Volt grade as required of size. |
| 168 | 4core x 10.0sqmm. |
| 169 | 4corex16.0sqmm. |
| 170 | 3.5core x 185sqmm. |
| 171 | 2 x 6.0 sq.mm |
| 172 | 4 x 6.0 sq.mm |
| 173 | 4 x 25.0 sq.mm |
| 174 | 3.5 core*300 sqmm |
| 175 | 3.5 core *50 sqmm |
| 176 | 3 x 6.0 sq.mm |
| 177 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1KV grade and approved makein existing surface or recessed conduit/casing capping including making connections etc. as required. |
| 178 | 1x4.0 sq.mm. Group 1 |
| 179 | 1x1.5sq.mm. Group 1 |
| 180 | 1x2.5 sq.mm. Group 1 |
| 181 | 1 x 6.0 sq.mm |
| 182 | 1 x 10.0 sq.mm |
| 183 | 1 x 16.0 sq.mm |
| 184 | P/Laying P.V.C./ XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. |
| 185 | 3 core* 2.5 sq.mm |
| 186 | 4 core* 4 sq.mm |
| 187 | 4 core* 6 sq.mm |
| 188 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty Copper/Bimetallic lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. |
| 189 | 3 x 2.5 sq.mm |
| 190 | 4 x 4.0 sq.mm |
| 191 | 4 x 6.0 sq.mm |
| 192 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level. |
| 193 | Hot rolled deformed bars (IS : 1139). |
| 194 | Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 195 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished :20mm thick |
| 196 | Supplying and makingend termination with heavy Copper / Bimetalliclugs ( Pin / ring type ) duly crimped with crimping tool, PVC tape etc of following size. |
| 197 | 6.0 Sq.mm |
| 198 | 10.0 Sq.mm |
| 199 | 16.0 Sq.mm |
| 200 | SITC of quick make and quick break 4 pole current limiting MCCB having following current rating short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C setting and conforming to IS 60947-2/IEC 60947-2 with front face and centralize adjustable, line load interchangeability having positive isolation capability provisions for UVR shunt trip, earth fault trip ,push test to trip including making connection with lugs/ spreaders etc. required. |
| 201 | 160 Amp, 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu |
| 202 | 400 Amp ,35 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu |
| 203 | 250 Amp , 35 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu |
| 204 | SITE of Wall/free standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, duly treatd for derusting in 7 tank process with dephosphating and with power coating on both side of panel in desired shade. The panel having PU/neoprene rubber gasket of not less than 3mm thickness, separate detachable gland plate M.S. base channel hinged door with locking arrangement for equipment/switchgear thickness of sheet shall not be less than 1.6mm upto 600mm length/width of any compartment and be of 2.0mm above 600mm. Load bearing structure shall be of 2.0mm thick sheet supported by base M.S. Channel if required. Side walls and cable alley compartment having bolted type doors with detachable extension type structure.(Only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) |
| 205 | P&F paper phenolic resin bonded laminates comfirmingto IS :2036-1995 for boxes/frames including making holes for switches fet, with brass screws, washers/zinc plated nut and bolts as required. 9.0mm thick. |
| 206 | 6.4mm thick. |
| 207 | Supply and fixing of aluminium/copper bus bar by means of SMC/DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. Electrolytic grade aluminium bus bar. |
| 208 | Plate Earthling as per IS: 3043 with G.I Earth plate of size 600 mm x 600 mm x 6.0 mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia G.I. “B” Class watering Pipe including all accessories like nut bolt reducer nipple wire meshed funnel and C.C. finished chamber covered with hinged type with locking arrangement C.I Cover C.I Frame of size 300 mm x 300 mm complete with alternate layers of salt and coke/ charcoal testing of earth resistance as required. |
| 209 | Supply and installation of spike of M.S. rod 20mm dia 3.0mtr long for earthing of (tower/pole) drive into earth by mechnical means sturture connection the spike with cross arm top hamper PCC Pole, lattice tower to earth etc, complete technical specification of discom. |
| 210 | S&F laying following size earth wire/ in horizontal or Vertical run in ground/ surface/ recess including riveting, soldering, saddles, making connection etc. as required. |
| 211 | 10 SWG G.I.( Hot Dippped)Wire. |
| 212 | GI strip 25mmx3mm( Hot Dipped)size. |
| 213 | 8 SWG G.I. ( Hot Dipped) Wire |
| 214 | P&F of mechanical/ digital time switch having following day/ week programme and min. 100 hous reverse and AC1 rating of 16 to 20 amp including making connections, programming rtc. As reqd . 1 day reverse (mech. Type)Group1 |
| 215 | P&F 240/415V AC MCB withpositive isolation of breaking capacity not less than 10KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)1/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as reqd. |
| 216 | Four pole MCB 40A- 63A rating. Group 1 |
| 217 | Single pole MCB 6A to 32A rating Group1 |
| 218 | P&F of ac operated heavy duty 230/440 Volt power contactor conforming to IS:13947-4-1/EC;947-4-1having provision of mechanical interlocking Din rail mounting type including making connections testing etc. as required. 3 pole power contractor with following AC3 Rating |
| 219 | 70amp Group 1 |
| 220 | SF of110/220 V, LED (22.5 mm dia ) Indicatinglamp with integral circuit, terminal block, including connection etc. as required.Red/yellow/Green colourGroup1 |
| 221 | Blue colour |
| 222 | S&F following sizes (dia) of ISI marked medium duty PVC conduit along with accessories in surface/ recessed using saddles, clamps, fastener as required including cutting the wall covering conduit and making good the same as required |
| 223 | 25mm |
| 224 | 50 mm |
| 225 | P&F weather proof metering cum control panel with 40cum. X60Cm. X80Cm. Height 2mm. thick M.S. sheet made out of angle iron 38X38X6mm. and 38X4 .5mm. M.S. Flat respectively for support of sheet as approved design with operable door on both side made out of frame of angle iron 25X25X3mm. with steel handle and panel lock duly pointed with primer red oxide paint and two coats of gray paint of approved make quality. And with providing 6mm. thick Bakelite sheet of size 80X60mm. Fixing of legs in pedestal 30 Cm. Deep and grouting with cement concrete 1:3:6 including excavation. Panel doors should be duly soaked with rubber gasket & 2 No. cable brass glands single comparison type should be provide on bottom side with remove able gland plate. A glass/ Wire mesh of required should also be provided on the door to take Reading (As per drawing enclosed). |
| 226 | P & F Recessed / Surface Mounting heavy duty horizontal type sheet steel Distribution board Phophatised/powder painted complete with suitable rating insulated copper bus bar, shorting link, neutral link, earth link, and din bar, masking sheet, conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs testing etc. as required. Double door Three phase 12 way |
| 227 | Painting of existing tubular pole of road light including removing of old rusted surface & existing kiosk/Hoardings/posters etc. with two coat of enamel aluminium paint of approved quality (Asian, Neolac, Burger) from ground level to pole over hang arm up to the luminair, for painting of pole required T & P will be arranged by contractor. |
| 228 | Providing and fixing of IP 65 protectd Polycarbonate / Polysterene fuse box moulded with inside knock outs of following size with hinged cover, transparent window,PU gasket, locking arrangement, duly holded with 2 nos. pole clamps of 20 mm x 3 mm flat with nut and bolts, complete with The box shall be provided with Din rail, 4 / 8 way 10.0 / 16.0sq.mm heavy duty connector, earth terminal,complete in all respect. |
| 229 | 200 mm X 200 mm X 122 mm |
| 230 | S & F of IP - 65 protectedimpact resistant polycarbonate / Polysterene enclosures of following sizes. |
| 231 | 320 x 640 x 179 mm |
| 232 | Maintenance free Gel EarthingwithPipe in pipe / Pipein striptechnologyfilled with anti corrosive conductive compound ( CPRI Tested )below the ground in 150 - 200 mm dia. earth pit & surrounding filled with required mineralfillingcompound ( MFC should have hygroscopic property to retain the moisture for long time to create low resistance zone) and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes.With Strip in PipeTechnology with 80 - 100 micron GI Coating GI pipe 3000 mm long ,63 / 80mm, Inner strip50 mm x 3 mm copper |
| 233 | Add Extra for Gel / Pipe earthing in Rocky Strata for making pit by Boring machine |
| 234 | Supply , installation testing and commissioning of modern heritage post top luminaire upgraded with high performance light engines. Aesthetically designed sturdy construction ensures a long life against all weather condition,maintaining initial performances through the lifetime of the installation. Designed for highest effciency in terms of more lumens at reduced wattages. Product offered asymmetrical light distribution. The luminaire comprises of die cast aluminium top cover with decorative supporting arms.Having atleast 30W as per architectural design requirement.Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/OsramEnclosed drawing of luminarie only for just reference.) |
| 235 | Supply , installation testing and commissioning of surface mounted range of Decorative wall bracket are perfect for varied outdoor lighting applications. Aesthetically designed study construction ensures a long life against all weather condition, maintaining initial performances through the lifetime of the installation as per architectural design requirement . |
| 236 | P & F of IP-65 protected high power LED flood light system with pressure diecast aluminium housing , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt , 50 Hz , of high power LED fixutresupplied with pre wired cable of 1 mtr. Integrated driver shall be high efficiency having efficiency more than 85% and in compliance to IEC standards/BIS certified. The System level Luminaire efficacy >= 100 with High Power LEDs of CREE/NICHIA/OSRAM/PHILIPS/SEOUL make is to be used. LED Driver Input Voltage AC 110 to 270 V AC with Auto resetting Safety Cut-off. Input frequency 50 Hz±3% Power Factor >0.95 Driver Efficiency>85% , Control Gear Integral Design, THD(1) <10%, Electrical ConnectorMust be provided Surge Protection Min >=5 KV internal and 10 KV external in 80 W onwards, Humidity 10% to 90% RH Luminaire SpecificationsL: Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% Lumen maintenance. Manufactures Word Mark /Name Engraved/Embossed on die cast housing to allow traceability/authenticity till life of fixtures shall be CE complianed. |
| 237 | High Power LED Flood Light 120 WGROUP 1 |
| 238 | High Power LED Flood Light 240W |
| 239 | S & F of Street light bracket made out from following size of " B "class GI pipe with heavy duty pole clamp, Saddles suitable fastners etc. as required. |
| 240 | 32 mm Dia. |
| 241 | Supply, installation & commissioning of 1lKV, 20KA, 3way ring main unit having one breaker and 2 nos. ON- load operative circuit must have the following feature. Manually operated 6004" circuit VCB earthing switch with fully making capacity. Both side extendable type. Auto reflex operating handle" Shunt trip coil (230 V AC) for external trip.self Powered ON/OFF earth indication .Live cable indication LEDs energized capacity divider Cable boxsuitable for cable termination of 1 nos 3*300sqmm XLPE cable Right angle boos eqvt. To "11"300 of MECP make push on type Scineider/ABB/C&S/C.G./Areva. |
| 242 | (b)RMU 3+1.(SSSV Type) |
| 243 | (c)RMU 3+2.(SSSVV Type) |
| 244 | SITC of 11 KV, 400/630 A, 20kA / 3 sec, Out door,Extensible type Ring main unit (RMU) in suitable RCC foundation with 2 no. Load break switch & 1 no. VCB / SF6 circuit breaker with over load, Earth fault, short circuit relay, copper bus bar, earthing switch, mechanical ON / OFF /Earth indication, Voltage presence indicator, Ring core protection CT 2.5 VA, 10P10 as per transformer rating, Shunt trip coil, Anti reflex operating handle, right angle boots etc. as required. |
| 245 | P/L of Double wall corrugated HDPE pipe confirming to IS:14930 P-I&2 with HDPE coupler at 1mtr Depth below the ground for laying cable and back filling the trench, conpaction of earth as required of Gemini or IS:14930 marked make outerDia/Inner dia. |
| 246 | 50/55mm |
| 247 | 110/95mm |
| 248 | 160/136mm |
| 249 | 180 / 152 mm |
| 250 | S & Laying following size B Class GI pipe confirming to IS:1239 P-1 (1990) with accessories for laying earth conductror/strip/cable in ground/surface/recess as required 32mm dia. |
| 251 | 100mm dia. |
| 252 | 125mm dia. |
| 253 | Supply & fabrication steel structure with ms channel/angle/joist/ISMB/sheet etc. including welding rivetting cutting nut & bolt painting etc as required. |
| 254 | Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size). |
| 255 | S & making heat shrinkable type outdoor straight through joint for following size of PVC / XLPE insulated aliminium conductor cable of 1.1 KV grade including cost of compound sleeves etc as reqd. |
| 256 | 3.5core x 185sqmm. |
| 257 | 3.5 x 300.0 sq.mm |
| 258 | P/F Nut & Bolts. |
| 259 | Supply and fixing of“V” Cross arms made of MS Channel on the existing poles complete including all necessary nut and bolt etc with clamps as per Discom specification. (a) 11KV cross arms (75X40X6.8Kg/mtr) |
| 260 | Supply and fixing of top hamper on the existing pole complete including not bolts etc as required. 11KV(.7m long) (65x65x6mm angle) |
| 261 | Supply and fixing 11Kv pin insulator (IS 731/1971) with minimum creep age distance of 300 mm on existing bracket including all accessories like hot dipped GI spindle and nuts etc(as per specification Discom) |
| 262 | Supply and fixing 11KV Disc Insulator (IS:731/1971) with minimum creepage distance of 300mm. on existing bracket including all accessories like hot dipped GI spindle and nuts etc (as per specification of Discom) (a) B&S type hardware 45KN. |
| 263 | (b) B&S disc Insulator 45KN. |
| 264 | Supplying and drawing overhead steel core Aluminum conductor (ACSR) ISI marked (IS 398 part II-96) on existing cross arms through insulator with necessary T&P required including bidding and twisting etc. complete in all respect as required as per Discom specification |
| 265 | 50sqmm of (6+1)3.35mm (Insulated Rabbit) |
| 266 | 100sqmm of (6/4.72mm+1/1. 57mm) Dog |
| 267 | Supply and exaction ofGI stay set as per Discom specification complete with long stay rod with anchor plate including stay clamps turn buckle and GI stay wire tightened through strain insulator, in cement concrete 1:3:6 including excavation of Pit filling etc as reqd. Stay set of dia 20mm,2.4m long stay rod and anchor plate 380x380x6.4mm. |
| 268 | Supply and fixing of strut made out of ‘B’ Class GI pipe 80mm. having base plate of size 300mmX300mmX6mm. (10.0 Mtr. long) by fixing on the pole at top by clamping within position with M.S. flat 50mmX6mm. Clamps and M.S. nuts & bolts and grouting in ground as required (0.4 Mtr) (a)GI pipe Strut 10Mtr. |
| 269 | Supply and fixing of Cross arms made out from 100 x 50 x 5 mm MS channel complete in all respect as required including nuts and bolts and clamp as per Discom specification etc. as required. 2x1.3 mtr, long |
| 270 | Supply and erection of P.C.C. / R.C.C. pole as per REC Manual no 15/1979 conforming to is : 2905/1966 as per requirement of sec 3in alignment, including excavation of pit and back filling with stone aggregate/ boulders and soil in 0.45m consolidating each deposit layer of 0.45 m by ramming and watering etc complete in all respect. 9.0 Mtr. Long (200Kg) as per Discom specification. |
| 271 | Supply and fixing of 11KV, 400Amp. 3 Pole central pot rotating double break type isolator (IS: 9921 part I to V) without earth blade operating mechanism with GI spring loaded reverse loop type fixed contact, solid hard drawn electoytic copper tubular moving contact with silver/nickel plated at end points, 9 nos. pot insulator of 12KV (IS:2554 & IS:5350 part III), hot dipped galvanizing hard ware, nut bolts, etc. complete in all respect as per specification of Discom.(Type tested by ERDA/CPRI). |
| 272 | Supply and fixing 100 Amp, 11KV horn gap fuse set IS 9385 on Existing DP structure with 6nos 24 KV/22KV post insulator (IS:5350 part III), hot dipped hard ware fuse wire of require size etc. complete in all respect as per specification give by Discom. (Type tested by ERDA/CPRI) |
| 273 | Supply and fixing double pole structure for 11/0.4 KV substation as per Discom specification complete in all respect as required including nuts and bolts etc. (excluding the cost of poles) made of MS channel 4 nos 100X50X6mm. ans 4nos 75X40X6mm. and MS flat 50X6mm. as per Discome specification. |
| 274 | Supply and fixing of following Lt supporting accessories with nut bolt & clamps made out as per standard Discom"s specification LT Cross arm 600mm long with clamp |
| 275 | LT Cross arm 1200mm long with clamp |
| 276 | Supply and fixing of LT porcelain Pin insulator as per IS 1443-1979 suitable for working voltage 1100 volts including all accessories like hot dip GI forged spindle of 260mm long and nut etc. as required as per discomspecification. 105mmx80mm. |
| 277 | Supply and fixing ofporcelain shackle insulator as per IS 1443-1979 suitable for working voltage 1100 including hot dipped GI accessories and heavy duty hard wires etc. as required as per discomspecification. 75 mm x 90 mm |
| 278 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including gettingout the excavated soil anddisposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful MATERIAL 30% |
| 279 | Supply and fixing of 33 KV, 630Amp, 3 Pole central pot rotating double break type isolator (IS : 9921 partl to V) without earth blade operating mechanism spring loaded reverse loop type fixed contact, solid hard drawn electoytic copper tubular moving contact with silver/nickel plated at end points, 9 nos. post insulator of 2x24 KV (IS: 2554 & IS: 5350 part-III), hot dipped galvanizing hardware, nut bolts, etc. complete in all respect as per discom"s specification. |
| 280 | Dismantling/removal of line and Sub-Station material collecting from site and depositing the same with store of RSEB/UIT in safe conditions and refilling the pit in compaction, leveling etc. The AAC/ACSR/Copper Conductor and GI wire stay wire etc. shall be wound in the shape of coils. (The damaged caused to the material during dismantling/transportation shall be recovered from the Contractor. |
| 281 | LT Cable above 35sqmm. |
| 282 | LT Cross Arm. |
| 283 | LT Pin Insulators with H.W. |
| 284 | PCC Pole 9 Mtr. |
| 285 | RS Joist upto 11Mtr. |
| 286 | ACSR Rabbit/Weasel/Squerrel. |
| 287 | ACSR Recoon/Dog. |
| 288 | 11KV XLPE Cable upto 185mm2. |
| 289 | Horn Gap Fuse Set. |
| 290 | 11KV Double break Isolator. |
| 291 | Steel. |
| 292 | M.S. Cross Arm (100x50x6) |
| 293 | 11KV Cross Arm with clamps (65x65x6) |
| 294 | Lattice Tower. |
| 295 | 11KV Disc Insulator. |
| 296 | 11KV Pin Insulator with Pin. |
| 297 | Pillar Box. |
| 298 | 11/0.4 KV Distribution transformer upto 100KVA capacity |
| 299 | 11/0.4 KV Distribution transformer above 100KVA upto 315KVA Capacity |
| 300 | 11/0.4 KV Distribution transformer 500/630KVA capacity |
| 301 | D.P. Structure set for 11/0.4KV Sub Station. |
| 302 | 11KV Isolator Structure. |
| 303 | 11KV D.O. Fuse Structure. |
| 304 | Only laying P.V.C /XLPE insulated & P.V.C. sheathed cable of 1.1 k.v. grade with aluminum conductor of IS 1554 P-1/7098 P-I of Group I of approved make in ground as per IS : 1255 including excavation of 30 cm x 75 cm size trench, 25 Cm thick under layer of sand, 11nd class bricks covering, refilling earth compaction of earth making necessary connection testing etc. as required of size (Labour Rate only) |
| 305 | LT Cable 3.5corex185sqmm. |
| 306 | Only laying XLPE insulated IS: 7098/II/85 of Group I and approved make H.T. cable for working voltage 11 KV. Earthed direct in ground including excavating of 30 cm x 100 cm size trench 25 cm layer of river sand IInd class brick covering refilling earth compaction of earth making necessary connection testing etc. asMakeRPG/Havells/KEI. required of size.3 core 185 sqmm.(Labour Rate only) |
| 307 | Only fixing of piller box made of 2mm thick powder coated CRCA sheet of 415volts 3 phase 4 wire triple pole and neutral type,complete in all respect as required.Including knife switch of 400Amp rating ,HRC fuses with copper one peice U contacts base,brass studs and nuts,copper busbar for main and interconnection,MS angle frame of 50X50X6mm grouted with c.c of M10 Grade to achive the height of 1.5 feet above the height of 1.5 feet above the road level suitable for four outgoing.(Labour Rate Only) |
| 308 | Only Installation ofStar rated aluminium wound distribution Transformer of following rating 11/0.433KV Delta-star Connected, Vector Group Dyn 11, as per BEE star level -2 & BIS approved with losses as defined as per IS1180 PART 1 2014. including standard accessories like conservator , silica gel breather, radiator, fins, HT cable box & LT cable boxes, off - LTC(+5% to -10% @ 2.5%) winding temperature gauge, firstfill of oil, epoxy based paint, including carrying of pre-commission testing & Charging of Transformer.(Transformer should be CTLtested , w/o any extra cost) (Labour Rate Only) |
| 309 | 100 KVA |
| 310 | 250 KVA |
| 311 | 500 KVA |
| 312 | Only fixingof 11 KV, 400/630 A, 20kA / 3 sec, Out doorExtensible type Ring main unit (RMU) in suitable RCC foundation with 2 no. Load break switch & 1 no. VCB / SF6 circuit breaker with over load, Earth fault, short circuit relay, copper bus bar, earting switch , mechanical on/Off /earth indication , voltage presence indicator ,ring core protection CT 2.5 VA ,10P10 as per transformer rating , shunt trip coil , anti reflex operating handle , right angle boots etc as required(Labour Rate Only) |
| 313 | SITC ofarchitecturally designed pole(all designs to be approved by department) of Height 6 mtr with flower basket .Bracket with two arm . Pole Thicknessapprox- 3.2 / 2.9 / 2.6/ 2mm thickness, is designed for street lighting, suitable for various pendant type street light luminaires.This architecturally designed pole is structurally sound. Pole design parameters vary depending on the type of bracket and loading factor. Pole sections are swaged and joint together using special v groove technique by certified welders using high end MIG welding processes Coated with epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint Shot blasting using steel shots ( grade - S280 ) + grid ( grade GP-25) material. Ratio to be used - 2:1 ratio ( for ex: 2 tones of shots we have to add 1 ton grid ) Built-in control box with cast aluminium service door and safety rope. The control gear tray is prewired with MCB, terminal connectors for loop-in loop-out arrangement. CE - Conformity mark. Electrical Junction box 325 x 90 Base plate ?250 x 12thk, J Bolt with 4 nos. of M16 Nut 2 nos of Plain washer with 500mm depth. 4 Elongated holes to suit M16 bolts at CC 180, Cable entry hole Ø70. Wind speed consideration (m/Sec) 50m/sec IS 875 part 3:1987, Material for tubes Steet of Grade Yst 210 to IS 3601, Material for base plate Steet of Grade E250 to IS 2062:2011 complete in all respect . Manufacturing of the pole should be customized forUIT kota by manufacturer. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification.Enclosed drawing of pole only for just reference.) Pole Height 6 mtr with flower basket .Bracket with two arm |
| 314 | SITC of architecturally designed pole (all designs to be approved by department)of Height 9mtr. Bracket with 5 armPole Thickness - 3.6 /3.2 / 2.6 / 2mm thickness, is designed for street lighting, suitable for various pendant type street light luminaires.This architecturally designed pole should bestructurally sound. Pole design parameters very depending on the type of bracketand loading factor . Pole sections shouldswagand jointusing special v groove technique by certified welders using high end MIG welding process, Coated with epoxy zinc phosphate primer and finished using environmentalstable polyurethane based paint. Pole to be pretreated with shot blasting technique using steel shots ( grade - S280 ) + grid ( grade GP-25) material. Ratio to be used - 2:1 ratio ( for ex: 2 tones of shots we have to add 1 ton grid ). Built-in IP65 control box with cast aluminium service door and safety rope. The control gear tray is prewired with MCB, terminal connectors for loop-in loop-out arrangement. CE - Conformity mark. Electrical Junction box , Base plate16mm thickness, J Bolt with 4 nos. of M20 Nut 4 nos of Plain washer with 500mm depth. 4 Elongated holes to suit M20 bolts at CC 215, Cable entry hole Ø70. Wind speed consideration (m/Sec) 50m/sec IS 875 part 3:1987, Material for tubes Steet of Grade Yst 210 to IS 3601, Material for base plate Steet of Grade E250 to IS 2062:2011 complete in all respect. Manufacturing of the pole should be customized forUIT Kota by manufacturer. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification Enclosed drawing of pole only for just reference.) Pole Height 9mtr. Bracket with 5 arm |
| 315 | SITCof modern heritage post top luminaire(all designs to be approved by department) with 2 modules of 50W LED each, polycarbonate diffuser clear, Dimension A9 : Ø634 x 618 mm, A11 : Ø634 x 412 mm, A12 : Ø634 x 610 mmupgraded with high performance light engines. Aesthetically designed sturdy construction ensures a long life against all weather conditions,maintaining initial performances through the lifetime of the installation. IK Rating – IK07 CRI rating - >70, Safety class I, in built surge protection of 6KVA, Protection class : IP65. Designed for highest efficiency in terms of more lumens at reduced wattages WW (2x6127lm), CW ( 2x6223lm), NW(2x5899lm) type II LED lens. Product offered asymmetrical light distribution. The luminaire comprises of die cast aluminium top cover with Non yellowing, UV stabilised clear polycarbonate V diffuser and decorative supporting arms as per architectural design requirement Finished with pure polyester powder coated black finish complete in all respect .Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification.Enclosed drawing of luminarie only for just reference.) modern heritage post top luminaire2X50W LED |
| 316 | SITCof modern heritage post top luminaire 1*50W LED WW,CW,NWupgraded with high performance light engines. Aesthetically designed sturdy construction ensures a long life against all weather conditions,maintaining initial performances through the lifetime of the installation. IK Rating – IK07 CRI rating - >70, Safety class I, in built surge protection of 6KVA, Protection class : IP65. Designed for highest efficiency in terms of more lumens at reduced wattagesWW,CW,NW type II LED lens. Product offered asymmetrical light distribution. The luminaire comprises of die cast aluminium top cover with decorative supporting arms as per architectural design requirement complete in all respect. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification Enclosed drawing of luminarie only for just reference.) modern heritage post top luminaire 1*50W LED |
| 317 | Supply ,installation testing and commissioning of architecturally designed signage pole ( design to be approved from architects and department )of height 4.5mtr.with flower basket . Bracket with two arm.Pole thickness approx-3.2/2.9/2.6/2mm thickness is designed for street lighting , suitable for various architectural pendant type street light luminaries . This architecturally designed pole is structurally sound .Pole design parameters vary depending on the type of bracketand loading factor. Pole sections are swagedand joint using special groove v groove techinque by certiifed welders using high end MIG welding process ,coated with epoxy zinc phospate primer and finsished using environmental stable polyuthreane based paint .Short blastingusing steel shots (grade -S280)+ grid ((grade GP-25) materialRatio to be used 2:1 ratio (for ex 2 tons of shotswe have toadd ton of grid .The signage pole to have 2-4 signages about 750mm in length approved by architects . The signages will have radium /reflective legends with pre approved fonts . Manufacturing of the pole should be customized forUIT kota by manufacturer. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification Enclosed drawing of pole only for just reference) Signage Pole Height 4.5 mtr with flower basket |
| 318 | SITCof decorativeBollard (all designs to be approved by department) 12 Watt [Dimension : 176 x 168 x 1000mm] suitable for E27 HolderTranslucent IP54 Luminaire made of extruded aluminum alloy (grade 6063) with die-cast aluminum components and non corrosive SS fasteners. For optimum coordination with lighting situation, these luminaries can be supplied in three different mounting heights.Non yellowing UV stabilized polycarbonate translucent diffuser.Cast Iron mounting plate with an anchorage unit made out of hot dip galvanized steel for extra guarantee against corrosion. Luminaire can be aligned on the mounting plate around 360°. Having E27 Led lamp.complete in all respect with profile, power supply , surge protection device. Height :1000mm Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specificationEnclosed drawing of Bollard only for just reference)Bollard12 Watt |
| 319 | SITC of IP65 Landscape luminarie designed to provide directional spot light .The luminaries with connecting cable and earth spike for portable installation/ bracket for permanent installation on a wall , under a ceiling or on a piller . Integrated with 6W LED, Clear Glass, IP65. made of aluminum alloy with non corrosive SS fasteners , lens protected by tempered Glass Visior, CRI-80 , Luminaire prewired with LED driver and Suitable for operation on 240V, 50Hz single phase ac supply, CE - Conformity mark.Complete in all respect.Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specifications. )Spot light 6W LED |
| 320 | SITC of Tunnel light (all designs to be approved by department) for ceiling mount neutral white with power supply safety class I with a high lumen per watt ratio ensuring a long lifetime good . 50 Watt with a efficacy of about 130 lm/ watt.Complete in all respect with profile, power supply, surge protection device.Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification.Enclosed drawing of Llight only for just reference) Tunnel light 50 W |
| 321 | SITC ofarchitecturally designed pole(all designs to be approved by department) of Height 4.5 mtr with flower basket .Bracket with two arm . Pole Thicknessapprox- 2.9 / 2.9 / 2.5/ 2.5thickness, is designed for street lighting, suitable for various pendant type street light luminaires.This architecturally designed pole is structurally sound. Pole design parameters vary depending on the type of bracket and loading factor. Pole sections are swaged and joint together using special v groove technique by certified welders using high end MIG welding processes Coated with epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint Shot blasting using steel shots ( grade - S280 ) + grid ( grade GP-25) material. Ratio to be used - 2:1 ratio ( for ex: 2 tones of shots we have to add 1 ton grid ) Built-in control box with cast aluminium service door and safety rope. The control gear tray is prewired with MCB, terminal connectors for loop-in loop-out arrangement. CE - Conformity mark. Electrical Junction box 325 x 90 Base plate ?250 x 12thk, J Bolt with 4 nos. of M16 Nut 2 nos of Plain washer with 500mm depth. 4 Elongated holes to suit M16 bolts at CC 180, Cable entry hole Ø70. Wind speed consideration (m/Sec) 50m/sec IS 875 part 3:1987, Material for tubes Steet of Grade Yst 210 to IS 3601, Material for base plate Steet of Grade E250 to IS 2062:2011 complete in all respect . Manufacturing of the pole should be customized forUIT kota by manufacturer. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor..(Make : K-lite/ Philips/Bajaj /Neri/Lustre/Home Deck/Osram and other equivalent make matching with above specification & make is to be approved by department as per architectural design.Enclosed drawing of pole only for just reference.) Pole Height 4.5 mtr with flower basket .Bracket with two arm |
| 322 | Operation , Maintenance and securityof all street lights system (without light fixtures ) and perform following work1. Maintain the power supply from LT line to meter panel to Auto ON-OFF timer panel to feeder pillar to fuse box/junction box. 2. For overhead lines supply should be maintain from LT line to meter panel to auto on/off panel to street light fixtures.3. Replacement of damage cable of any size. 4. Replacement of damage contactor and auto on/off timer. 5. Replacement of damage MCB, MCCB, HRC fuse of any rating.6. Replacement of damage fuse box/junction box. 7. replacement of damage overhead line road light conductor .(244 lights*60 month) |
| 323 | Safely dismentalling and Refixingof existing Decorative high mast lighting system (approx height 22m) and refixing at desired location within area upto 10 km radius from existing location including safe storage after dismentallingand safely transportation fromstorage to desired location and complete installation work with the help of required size nut and bolt ,earthing,auto on-off panel including refixing of lights with complete cable wiring.During the dismentalling ,transportation and refixing process if any damage will occur of high mast lighting system then contactor has to replace /repair the same on his own cost & all the permission required from conserning department will be arrange by contractor himself. |
| 324 | Water work |
| 325 | Providing, lowering, laying in trenches aligning, fixing in position and jointing ductile lron (DI) ISI marked K-7 grade S&Spipes as perIS 8329-2000 (amended upto date) with internal cement mortar lining suitablefor potable water with rubber ring (EPDM) joints as per IS 5382-1985 including all taxes (central and local), transpiortation and freight charges inspection charges loading/ unloading charges, stacking of pipes including cost of labour and material, specials (tees, bends, etc.) satisfactoryhydraulic testing disinfection etc. complete as per technical specifications and direction of engineer-in-charge (excluding earth work) with excise duty exemption Note :- providing and fixing of all requisite specials as per drawing design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 326 | 100 mm dia |
| 327 | 150 mm dia |
| 328 | 200 mm dia |
| 329 | 250 mm dia |
| 330 | 300 mm dia |
| 331 | 350 mm dia |
| 332 | 600 mm dia |
| 333 | Providing and fixing of flanged/ plain ended MS specials made from MS sheet strips of relevant IS specification of approved thickness by welding lowering laying aligning, fixing in position at all level/ depths in trenches complete including all taxes, material labour, inside lining outside coating,testing and commissioning along with pipe line as per technical specifications and direction of engineer in charge. |
| 334 | MS pipe specials upto 600mm dia (with minimum 5 mm thickness sheet |
| 335 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable materials separately. (MoRTH specification clause 202) by manual Means |
| 336 | Bituminous courses |
| 337 | Granular Courses |
| 338 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual foundation in trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.5m, including taking out theexcavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soil. |
| 339 | Excavation work by mechanical means (hydraulic excavator)/ manual foundation in trenches or drains not exceeding 1.5 m inwidth or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out theexcavated soil and depositing of surplus excavated soil as directed with in a lead of 50 meter. Including stacking of useful material if available: |
| 340 | Ordinary rock |
| 341 | Hard rock (Blasting prohibited) |
| 342 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 mtr. Lead. as per direction of engineer in charge |
| 343 | Random Rubble stone masonry for with hand stone in foundation and plinth in Cement sand mortar above 30cm thick wall in : |
| 344 | Providing and laying in position cement concrete including curing compaction etc, complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level, |
| 345 | 1:1.5 : 3 (1 cement :1.5 coarse sand :3 graded stone aggregate (20mm nominal size) |
| 346 | Making of interconnection of existing / new pipe line with existing pipe line. Fixing of various sizes of CI specials. Including balling of out of water where required, cutting of pipes, fixing of CID joints, also including excavation of earth work & refilling of earth work, transporation of material from store & balance material/ old unserviceable material to be deposted at store, clearance of site, complete job. |
| 347 | 100 mm dia |
| 348 | 150 mm dia |
| 349 | 200 mm dia |
| 350 | 250 mm dia |
| 351 | 300 mm dia |
| 352 | 350 mm dia |
| 353 | 500 mm dia & above |
| 354 | Providinglowering laying aligningfixing in position in pipe line manually operated CI D/F sluice valve of approved make (IS : 14846 amended upto data) PN 1.0 class of following dia complete ( excluding jointing and jointing material) including all material labor testing and commissions and as per direction of engineer. Category “A” Make ( Kirloskar Bros Ltd. Indian valve co. (IVC) fours engineers Pvt. Ltd ) other vendors will be considered in category “B” |
| 355 | 100 mm dia |
| 356 | 150 mm dia |
| 357 | 200 mm dia |
| 358 | 250 mm dia |
| 359 | 300 mm dia |
| 360 | 350 mm dia |
| 361 | 600 mm dia |
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