Public Works Department-PWD has published Development Of Integrated Traffic Management System To Enhance Logistic Efficiency For Ahmedpur - Kirnahar - Ramjibanpur Road ( Sh-6 ) ( At Ch. 25 . 450 Kmp From Ahmedpur ) For The Commercial Vehicles Birbhum Highway Division No. Ii In The State Of W.. Submission Date for this Tender is 27-03-2023. Traffic monitoring system Tenders in burdwan West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | PART-A)CIVIL WORKS Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (b) By mechanical means (Without milling machine): (iii) Above 100 mm thick. |
| 2 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. (c) For average depth above 75 mm but not exceeding 150 mm by manual means: (i) Stone-metal surface. |
| 3 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth above 450mm & upto 600 mm. |
| 4 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Royalty charge on earth @ Rs. 29.00 /m³ and cesses charges @ 5.30 /m³ will be deducted from the bill amount if the contractor not able to produce necessary documents in support of payment made towards the royalties). Extra for carriage of all kinds of soil for each additional unit lead of 50 m (or part thereof) including loading and unloading. (Borrow pit measurement) Total Lead upto 500m & lift upto 1.50 m. |
| 5 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : Including Stacking. Using 0.26 m³ moorum /1.09 m³ of Jhama metal |
| 6 | By Plant Mix Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 7 | Grading – III Tentative materials required per m³ of compacted volume: 26.5 mm. aggregates @ 0.4480 m³/m³, 5.6 mm aggregates @ 0.5760 m³/m³ &sand @ 0.2560 m³/m³. |
| 8 | Grading – V Tentative materials required per m³ of compacted volume: 37.5 mm aggregates @ 0.2560 m³/m³, 22.4 mm aggregates @ 0.2560 m³/m³, 11.2 mm aggregates @ 0.1920 m³/m³, 5.6 mm aggregates @ 0.3200 m³/m³ &sand @ 0.2560 m³/m³. |
| 9 | Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Tentative materials required per m³ of compacted volume: 26.5 mm aggregates @ 0.3960 m³/m³, 13.2 mm aggregates @ 0.2640 m³/m³,5.6 mm aggregates @ 0.3564 m³/m³ &Stone dust @ 0.3036 m³/m³. |
| 10 | Supplying and laying in the specified pattern of 100 mm thick interlocking concrete Block pavements (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 1568:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl no.6.30 of IRC: SP:63(2018), from BIS licensee manufacturer, with spacer nib ( small protruding profiles on the vertical face of a paver block used as a device for keep minimum joint gap in between the paving blocks, as per Cl No 3.26 of IS:15658) and of specified size and shape with aspect ratio (The ratio of length to thicknees of a paver block, as per Cl.No. 3.3 of IS:15658) as per Table 2 of IS:15658 with flexural strength/bracking load a per Annexure G of IS:15658 on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding as per 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per Cl. No 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand compaction, levelling and filling up of the edge gap. Grey |
| 11 | Supplying & 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 12 | i. 90 cm equilateral triangle |
| 13 | ii. 60 cm Circular |
| 14 | iii. 80 cm X 60 cm Rectangular |
| 15 | Supplying & providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 16 | Supplying & providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 17 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorized with high intensity retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans (Reference to MORT&H"s specification 802). b) Aluminium Alloy Plate for Over Head Sign |
| 18 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings |
| 19 | Supplying & fixing of Raised pavement Markers/Road Studs/Cats eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT& H’s specification for Road & Bridge works (Fifth Rev.). Marker height shall not be less than 10mm and shall not exceed 20mm, width shall not exceed 130 mm and with minimum reflective area of 13 sq.cm on each side and slope to the base shall be 35 ± 5 degre. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer’s recommendation including site clearance etc. and complete as directed by the Engineer in Charge. The contractor will have to provide a test certificate from a reputable national/ international laboratory conforming the above specifications. |
| 20 | Supplying & providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 21 | Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H"s specification 803). (i) Over 10 cm in width |
| 22 | OFFICE BUILDING & CABIN Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . |
| 23 | II. In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means (using excavator of suitable capacity). (i) Depth upto 3 m (ii) Without pumping out water |
| 24 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 25 | Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 26 | Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 27 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 28 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete.[ Bitument to be supplied by the Agency] |
| 29 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, ingound floor as per relevant IS codes. Using RM-800 Concrete mixer. |
| 30 | Ordinary Cement concrete (mix 1:1.5:3)with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Using RM-800 Concrete mixer. |
| 31 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. a) For works in foundation and upto roof of ground floor/upto 4 m. Using Tor steel. I) SAIL/TATA/RINL |
| 32 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required |
| 33 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 34 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor |
| 35 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, Scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar. |
| 36 | (a) 10 mm thick plaster. |
| 37 | (b) 15 mm thick plaster. |
| 38 | (c) 15 mm thick plaster. |
| 39 | Neat cement punning about 1.5mm thick inall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 40 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). 25 mm thick.Using grey cement |
| 41 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.. (ii) Grill weighing above 16 Kg./sq.mtr and above |
| 42 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC. i) Water based interior grade Acrylic Primer One Coat |
| 43 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finishacrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC. Two Coats. |
| 44 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost ofprimer. b) Two Coats. |
| 45 | Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :watering and ramming etc. layer by layer complete. (b) Two coats (on new works only).(i) Other than yellow, pink. |
| 46 | Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:- A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers. ii ) 3 /4 track sliding window. |
| 47 | Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:- B) Partly glazed partly panelled or fully glazed single leaf alunminium swing door made of extruded and annodized alloy aluminium sections, fabrication including cutting to proper shape and size, drilling and aligning, fitted with heavy duty hydraulic action floor sping placed in the floor with mending damages,with top pin assembly of approve make and brand, fitted with in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixtures, adhesives and joineries, cutting glass of approved make to requisite shape and size fitting with dry set neoprene or EPDM gasketing, cutting to requisite shape and size panel board (prelaminated particle block) fixing them with glazing clips as per drawing, specification and direction of Engineer in charge. |
| 48 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m |
| 49 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 50 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : On steel or other metal surface : With Super-gloss, (hi-gloss) Two coats (with any shade except white) |
| 51 | Supplying best Indian sheet glass panes set in putty (as per I.S specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & upto 6 m height for external wall. (ii) 4 mm thick. |
| 52 | Suppling, fitting and fixing single skin color coated trapezoidal profile for wall cladding, Roof shall be made of 0.45mm BMT (Base Metal Thickness) (0.50mm TCT (Total coated thickness excluding paint). G550 (min 550 yield strength), of Zincalume metallic coating (ISIS965) with high Solar Reflectance Index (SRI) value for better colling as per thermatech technology 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/e with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg.The steel sheet shall be fastened with 40 micron Zinc coated or 25 micron zinc-tin alloy coated, hex head, self-drilling screw as per IS 3566-2002 Class 3 fastener. The base steel shall be coated with zinc-aluminium alloy Zincalume (AZ150 )fi.e. 55% Al 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-painted with colorbond XRW (xterior roofing, walling) paint system of 35 micron Super Durable Polyester paint (SDP) with stable inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand marking of the manufacturer giving product details on the back of the sheet at regular interval confirming genuinity of the material.(i) In Roof: ,a) With 0.5 mm thick sheet |
| 53 | Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor. |
| 54 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (A) For Exposed Work (ii) 40 mm dia. medium quality |
| 55 | Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 56 | Supplying, fitting and fixing bib cock or stop cock. |
| 57 | (ii) Chromium plated Bib Cock long body with wall flange with aerator (Equivalent to Code No. 512 & Model - Tropical / Sumthing Special of ESSCO or similar brand) |
| 58 | (b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar |
| 59 | (d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). |
| 60 | (ii) Chromium plated concealed Stop Cock heavy duty (Equivalent to Code No. 5083 & Model - Florentine of Jaquar or similar brand). |
| 61 | Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 |
| 62 | (Q) Ball Valve 50 mm dia |
| 63 | (Q) Ball Valve 40 mm dia |
| 64 | (Q) Ball Valve 25 mm dia |
| 65 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work;PVC Pipes i) 50 mm dia. |
| 66 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 |
| 67 | i) 25 mm dia. |
| 68 | ii) 40 mm dia. |
| 69 | (b) For Concealed Work (i) CPVC Pipes Class-1,SDR-11 i) 20 mm dia |
| 70 | (b) For Concealed Work (i) CPVC Pipes Class-1,SDR-11 i) 25 mm dia |
| 71 | Supplying, fitting and fixing pillar cock of approved make. f) (ii) CP 2-way bib Cock - 15 mm, supplied, fitted and fixed. (Code No.5041 & Model - FLORENTINE of JAQUAR or similar brand). |
| 72 | Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. |
| 73 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity |
| 74 | Labour for hoisting plastic water storage tank. (i) Upto 1500 litre capacity (a) Upto 1st story from G.L. |
| 75 | Labour for punching hole in plastic water storage tank upto 50 mm dia |
| 76 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. (ii) 550 mm X 400 mm size. |
| 77 | Supplying, fitting and fixing pedestal of approved make for wash basin (white) |
| 78 | Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (ii) 450 mm long |
| 79 | Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (iii) 900 mm long |
| 80 | Supplying, fitting and fixing Waste fittings complete. (a) C.P. over brass (ii) 32 mm |
| 81 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. (B) Fittings |
| 82 | (iii) Door Tee (b) 110 mm |
| 83 | ix) Bend 45º (b) 110 mm |
| 84 | xv) Vent Cowl (b) 110 mm |
| 85 | Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc. (a) With "P" trap (with vent) |
| 86 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. (i) 635 mm X 395 mm X 420 mm |
| 87 | Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately). (i) 450 mm X 350 mm |
| 88 | Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. i) Polythene Flush Pipe |
| 89 | Supplying, fitting and fixing glass shelf with aluminium guard rails. (a) Ordinary type with 5.5 mm sheet glass (i) 450 mm X 125 mm |
| 90 | Supplying, fitting and fixing soap holder. (a) PTMT (Prayag or equivalent) |
| 91 | Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm |
| 92 | Supplying, fitting and fixing towel rail with two brackets. (a) C.P. over brass (i) 25 mm dia. and 450 mm long |
| 93 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. i) With Pakur variety. (SAIL/TATA/RINL) |
| 94 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code (ii) For 20 users.A) With Pakur variety. (SAIL/TATA/RINL). |
| 95 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL) |
| 96 | BORING TUBE WELL: Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. |
| 97 | (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. (i) 50 mm dia. boring etc. |
| 98 | (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. (ii) 100 mm dia. boring etc. top enlargement |
| 99 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (ii) 50 mm dia. |
| 100 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) |
| 101 | PVC Pipes;50 mm dia. |
| 102 | PVC Pipes;100 mm dia. |
| 103 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (iI) 50 mm dia. |
| 104 | Supplying, fitting and fixing heavy type bell mouth reducing socket. (i) 50 mm X 100 mm |
| 105 | Supplying, fitting and fixing G.I. cap at top 200 mm dia. |
| 106 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with "V" notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 107 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. |
| 108 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. |
| 109 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 110 | Supplying and installation of 2.0 HP, 415 V three phase bore well vertical Submersible Pump including control panel and labour charges with all other incidental charges complete for deep tube well. ( Rate as per Dhaniakhali SGH) |
| 111 | Supplying fitting and fixing for 2.5 mm 3-core Submersible flate cable. |
| 112 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. a) 25 mm thick Tiles as per IS: 1237-2012 for footpath,ramp,staircase of public building(over 25 mm thick (Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m at back side of Block. Cement for Mortar & Slurry to be supplied by Department). (i) Grey |
| 113 | Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (ii) 20 mm dia bolt. (a) 300 mm long |
| 114 | PART-B)RUF ROOF SHED WORKS Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . II. In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means (using excavator of suitable capacity). (i) Depth upto 3 m (ii) Without pumping out water |
| 115 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation |
| 116 | Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 117 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 118 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 119 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety |
| 120 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. a) For works in foundation and upto roof of ground floor/upto 4 m. Using Tor steel. I) SAIL/TATA/RINL |
| 121 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. |
| 122 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m |
| 123 | (B) Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface : |
| 124 | Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (ii) 20 mm dia bolt. (b) 600 mm long |
| 125 | Suppling, fitting and fixing single skin color coated trapezoidal profile for wall cladding, Roof shall be made of 0.45mm BMT (Base Metal Thickness) (0.50mm TCT (Total coated thickness excluding paint). G550 (min 550 yield strength), of Zincalume metallic coating (ISIS965) with high Solar Reflectance Index (SRI) value for better colling as per thermatech technology 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/e with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg.The steel sheet shall be fastened with 40 micron Zinc coated or 25 micron zinc-tin alloy coated, hex head, self-drilling screw as per IS 3566-2002 Class 3 fastener. The base steel shall be coated with zinc-aluminium alloy Zincalume (AZ150 )fi.e. 55% Al 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-painted with colorbond XRW (xterior roofing, walling) paint system of 35 micron Super Durable Polyester paint (SDP) with stable inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand marking of the manufacturer giving product details on the back of the sheet at regular interval confirming genuinity of the material. (i) In Roof: ,a) With 0.5 mm thick sheet |
| 126 | PART-D) ELECTRICAL WORKS Service connection charges of WBSEDCL |
| 127 | Supplying and fixing 415V, 63A, TPN SFU with sheet steel enclosure on angle iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating. [Make - Legrand/ Schneider/ Siemens /ABB/L&T) |
| 128 | Supplying and fixing 415V, 63A, TPN onload change over switch with sheet steel enclosure on angle iron frame on wall with nuts bolts etc. [Make - Legrand/ Schneider/Siemens /ABB/L&T) |
| 129 | Supplying and fixing double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. [Make - Legrand/ Schneider/ Siemens / ABB/ L&T) 6 way enclosure(upto 160A) |
| 130 | Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. [Make - Legrand/ Schneider/ Siemens / ABB/ L&T) 2+4 Way |
| 131 | Supplying and fixing 415 V Four Pole MCCB of Breaking capacity 25kA/35kA with fixed thermal and fixed magnetic / adjustable thermal and fixed magnetic setting in existing DBs / enclosure and necessary connection. [Make-Legrand/ Schneider/Siemens /ABB/L&T) a) 63A FP |
| 132 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection as per GS [Make-Legrand/ Schneider/Siemens/ Crabtree/ L&T) as per direction of EIC. ] a) 32 A DP |
| 133 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connectionas per GS [Make-Legrand/ Schneider/Siemens /ABB/L&T) as per direction of EIC. ] |
| 134 | 6-32 SP |
| 135 | 32TP |
| 136 | Distribution wiring in 2 x 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit "FR" (Precision make), with 1x22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire for ECC, to light/fan/call bell points with Modular type switch (Brand approved by EIC) fixed on Modular GI switch board with top cover plate and 2 no. suitable size “Ph & N” copper bar & earthing attachment fixed on wall incl. mending good damages to original finish.a) Average run 5 mtr |
| 137 | Distribution wiring in 1.1 KV grade 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit "FR" (Precision make), with 1.1 KV grade 1 x 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed copper wire as ECC, to 6A 3 pin Modular type plug socket & switch (Brand approved by EIC) on 4 Module GI switch board with 3/4 Module top cover plate on wall incl. necy. connection making earthing attachment, painting and mending good damages to building works. |
| 138 | On Board |
| 139 | Average run 3 mtr |
| 140 | Distribution wiring in 1.1 KV single core stranded "FR"PVC insulated & unsheathed copper wire (Brandapproved by EIC) in 20mm size PVC rigid conduit "FR"(Precision make) incl. necy. fittings as required. [1(a)/E-14] |
| 141 | 2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC |
| 142 | 2 x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC (For office room SPNDB in comer) |
| 143 | 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC (For midbay LED Light circuit wiring & computer Board) |
| 144 | S & F solderless Copper socket by crimping of Copper wires. |
| 145 | a) 1.5 Sq mm |
| 146 | b) 2.5 Sq mm |
| 147 | c) 4 Sq mm |
| 148 | d) 6 Sq mm |
| 149 | Supply & Delivery of2/4Core XLPEInsulated & Sheathed Armoured Aluminium Conductor cables for Working Voltage up to 1100 Volts of following sizes [Make - Gloster / RR/ KEI/Havells as approved by E.I.C] |
| 150 | 4 core 10 Sq mm (N.S.) |
| 151 | 2 core 6 Sq mm (N.S.) |
| 152 | 4 core 16 Sq mm (N.S.) |
| 153 | Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed. |
| 154 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below : |
| 155 | 4 core 10 Sq mm |
| 156 | 2 core 6 Sq mm |
| 157 | 4 core 16 Sq mm |
| 158 | Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. |
| 159 | 4 core 10 Sq mm |
| 160 | 2 core 6 Sq mm |
| 161 | 4 core 16 Sq mm |
| 162 | Supply & Fixing 240 V, 4 nos. 6 A, 3 pin Modular type plug socket with 4 nos. 6A Modular type switch (Brand approved by EIC), 16A Modular switch type MCB (C-Curve) and Indicator without plug top on 2 row 18 Module GI Modular type switch board with 2 row 18 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 163 | Supply & Fixing 240 V, 25 A, Modular type starter (Brand approved by EIC) with 25A Modular switch type DP MCB (C- Curve) and 4 Module GI Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 164 | Supplying & Fixing GI Modular Switch Boardcomplete with top cover plate flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works including Supply & Fixing 240 V, 16 A,Modular typeswitch (approved make) on existing GI Modular switchboard having top cover plate and making necessary connections as required. |
| 165 | Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Brand approved by EIC), without plug top and switch, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 166 | Supply & Fixing 240V, Modular Socket (2 Module) type fan regulator (Step type) (Brand approved by EIC) on existing Modular GI switch board with top cover plate incl. making necy. connections etc. |
| 167 | Supply & Delivery of 4 feet Industrial boxtype Twin LED fitting including S & D of 2X20 wattt LED (Polycarbonate) with glare free light distribution , with minimum luminious efficacy 100 lumen/wt. (Mk. : Crompton/ Wipro/ Jaquar/ Bajaj/ Havells/ Panasonic) |
| 168 | Supply & Delivery of 4 feet Industrial boxtype Single LED fitting including S &D of 1X20 wattt LED( Polycarbonate) with glare free light distribution , with minimum luminious efficacy 100 lumen/wt. (Mk. :Crompton/ Wipro/ Jaquar/ Bajaj/ Havells/ Panasonic) |
| 169 | Fixing only single /twin fluorescent light fitting complete with all accessories directly on wall/ceiling/HW round block and suitable size of MS fastener |
| 170 | Supplying & Fixing MS fan clamp of two piece type for RC ceiling as per approved specification, fabricated from 40 mm x 9 mm MS flat including making good damages to building roof with satisfactory finishing and painting – (As per Drawing no. 475 of PWD Specification Book – May 1991) |
| 171 | Supply& Delivery ofceiling fans with burst-proof P2/S3 Capacitorcomplete with all accessories without regulator. (Make -Usha/Havells/ CG/Orient/ Crompton) a) 1200 mm sweep |
| 172 | Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc as per GS |
| 173 | Engraving the deptt. number with 10 mm lettering on the body as per GS. |
| 174 | Extra for additional one letter incl. hifen, stroke and stop. |
| 175 | Painting upto 10 letters of the engraved number with approved black /red paint as required as per GS |
| 176 | Extra painting for additional one letter of the engraved number with hifen, stroke etc. with black or red paint |
| 177 | Supply and fixing of 240V, 9" (230 mm) dia,1370 rpm AC exhaust fan (EPC Make)after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of given diameter. [Make-EPC/ Crompton/ Orient/ Usha] |
| 178 | Supply and fixing of 240V, 12" (300 mm) dia, high speed full metal body, metall blade, wall bracket/ Cabin fan on wall incl. necessary fixing materials and mending good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire. [Make -EPC/Crompton/Orient/Usha/Cinni] |
| 179 | Supplying & fixing medium gauge HDPE Pipe (ISI-Medium) with fittings like bend, tee and cast iron inspection boxfor underground cable Protection as per GS ( Make : Oriplast / Finolex/ Supreme/ AKG) 50mm dia |
| 180 | Fixing only outdoor / street light type fluorescent/LED light fitting complete with all accessories to be fixed/projected from the wall of the building incl. making holes to building, S&F 40 mm dia GI pipe (ISI-Medium) 1.50 mts. average length, with GI socket at one endand thread at the other end & suitable bend to house the fitting &making necy. connections with S&F necy. length of 1.5 sqmmPVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall and painting. |
| 181 | Supply & fixing of minimum 30 Watt or higher (Minimum lumen efficacy :110 Lumen/Watt)Street Lightwith fittings & fixures as per direction of EIC. (Make : Crompton/Wipro/Bajaj/ Havells) for street light. |
| 182 | Supply & fixing of minimum 500 Watt or higher (Minimum lumen efficacy : 120 Lumen/Watt)Street Light (IP 66) (Detail specification as per Annexure-I attached) with fittings & fixures as per direction of EIC.(Make : Crompton/Wipro/Bajaj/ Havells ) for street light. |
| 183 | Supply & fixing of minimum 150 Watt or higher (Minimum lumen efficacy :120 Lumen/Watt)Midbay Outdoor Lightwith fittings & fixures (Make : Crompton/ Wipro/ Bajaj/ Havells ) for Overhead light at Kiosk hanging from Struss with necessary arrangement as per direction of EIC. |
| 184 | S&F of 230V timer DB ( with double door sheet steel enclosure, neutral bar, din rail, with lP43 protection comprises with 25A DPMCB (C-curve 10ka), 32A DP Power Contactor and 1 no 24 hr. digital time switchwith internal wiring with suitable size of copper wire including 1 no. toggle switch and LED indicator and earthing attachment as per direction of EIC. (Mk. - L&T/ Siemen/ABB/Legrand) |
| 185 | Supplying & Fixing GI waterproof type looping cable box size 200 x 150 x 100 mm deep having 4 mm thick comprising of one 250 V 15 A kit-kat fuse unit, one NL on porcelain insulator, one compression type brass cable gland for upto 2- core 16 sqmm PVC/A cable and having lined with rubber gasketted GI top cover with brass machine screws etc., earthing terminal with lug, on steel tubular pole near base, including S&F 40x6 mm thick, MS clamps with bolts, nuts etc. including painting with anticorrosive paint. |
| 186 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level[By TATA-Medium GI pipe] |
| 187 | Extra for providing masonry enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) Cl hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe. |
| 188 | Excavation of soil for installation of Earth Electrode and filling & ramming. (For Soft Soil) |
| 189 | Connecting the equipments to earth busbar including S & F Solid GI (Hot Dip) wire of size as below as per GS |
| 190 | No.-4 SWG |
| 191 | No.-10 SWG |
| 192 | SITC of Traffic signal light ( Red / Green / Yellow ) with controller & interconnectioin. |
| 193 | SITC OF DG Set SITCof 15 KVA, 415V, 50Hz, 3Ø silent new DG Set incl. full tank HSD oil,comprising of Engine, alternator, separate AMF panel, Base frame, Fuel tank, Battery, CPCB-II approved Engine & Acoustic Enclosure having following specifications :- (Conformance Standard : IS 8528, IS 4722) |
| 194 | Engine:- Make : CUMMINS/ Kirloskar/ Ashok leyland/ Greaves Cotton/ Mahindra. Engine Type :4 Stroke Diesel Engine RPM :1500 RPM :1500 MoEF certified power :20.5 BHP or Higher Duty : PRIME Cooling:Water cooled with radiator Cylinder : 2 or more Aspiration:Turbo Charged Type of Governor :Electronic Fuel Tank Capacity : Minimum capacity 50 Ltrs. or Higher Fuel Tank Capacity : Minimum capacity 50 Ltrs. or Higher FuelConsumption at 75% rated Load with Radiator or Fan : 3.0 Ltr./ Hr. or Less. Fuel Consumption at 100% rated Load with Radiator or Fan :4.3 Ltr./ Hr. or Less. Overload Capacity:10% overload for one hour for every 12 hours continuous running at full load or better. Engine instrument Panel : Consisting of starting switch with Key, Lube OilIndicator, water temperature Indicator, RPM indicator and hour meter. Safety Controls : Emergency Stop, Low Lube Oil Pressure warning/ Shutdown, High Engine Water Temp. warning/ Shutdown, Sensor failure Indicator, Engine over speed indicator,Battery charging and low battery indicator. Exhaust Silencer: Residential Type Starting system:12V/ 24 V. starting system complete with starter motor, charging alternator with rectifier and Cutout as per manufacturer standard. Battery:Lead Acid, Low Maintenance or SMF and conforming to relevant IS Specification with Low/High Battery Voltage and Weak Battery warning. Alternator :- Make : Stamford/ Leroy Some/kirloskar/ABB/Crompton Rating: 415 V, 3Ph. 50 Hz., 15 KVA, 1500 rpm |
| 195 | Type : Brushless, self excited and self regulated Insulation:Class H Protection : screen-protected drip proof with Min.IP-23 degree of protection RPM: 1500 Voltage Regulation (max) : ±1% Winding connection : Star with Neutral Total distortion in output waveform : < 5% AMF Panel ( CPRI APPROVED) :- Cubical type floor mounted AMF panel made from 14 SWG Sheet Steel,duly pretreated, powder coated painted and aesthetically finished, suitable for controlling of 15 KVA DG set having following specification/features. i) 2 Nos. 63 A AC1 duty, 4 Pole power contactorandU/V release etc. [Make: ABB/ Legrand/ Siemens/ Schneider/L&T] ii) 2 Nos. 63 A, 4 Pole, 25 KA MCCB with microprosser based LSIG protection. [Make:ABB/ L&T/Siemens/Legrand/ Schneider] iii) In Built By-Pass switch for rated capacity iv) On -delay timer for load change over v) Off-delay timer for engine shut off vi) Engine On-Off switch (Push button type) vii) Battery charger complete with voltage regulator, booster selector switch, on-off switch, voltmeter and ammeter for charging the battery from mains. This will be in addition to the battery charging alternator fitted on the engine. viii) Minimum five number indicating lamps to indicate "mains ON", "load on mains", Set running", "load on set" and "battery charger on". ix) Audio visual alarm for "Low lubricating oil pressure", "High water temperature, Start failure", and DG over load". ix) Mode selector for setting the panel on Auto/ Man/ Test Mode. x) Microprocessor based relay with composite meter for digital display of following. Generator voltage/AC Mains voltage. |
| 196 | Generator Current in all phases Frequency Power Factor Energy Indication for alternator supply. Running time indications number of hours of operation and service intervals, service due indications. The AMF panel must be designed to ensure trouble free performance and ensure switching over Electrical Load to DG within 15 (fifteen) second from the instant of mains failure Acoustic Enclosure :- The DG set should have integrated acoustic enclosure at the manufacturing state itself.High quality acoustic enclosure must be certified as per CPCB-II norms. Base Frame :- Common iron channel fabricated base frame containing the engine and alternator, mounted onAVM pads and having provision for lifting Hook. Terms & Conditions :- i)All materials, equipments & accessories must conform to relevant IS specifications. The DG Set to be supplied must be from the authorizedOEM of the respective Engine Manufacturer. ii)Necessary manufacturer"s test certificate for Diesel Engine, Alternator etc. Will have to submit in triplicate copy during delivery of the equipment. (iii) Copy of "Type Approval Certificate" and Certificate of "COP" must be produced at the time of delivery issued from competent Authority (As per CPCB-II). (iv) Circuit Diagram for AMF Panel must be submitted from the Manufacturer/ OEM. |
| 197 | (v) The entire set must be warranted at least 15 months from the date of Delivery/12 months/ 5000 Hrs from the date of Commissioning whichever is earlier.However Engine & Alternator should be warranted of 2 years/5000 Hrs, whichever is earlier. |
| 198 | SITC of 30 mtr. over all length Polygonal segmented High Mast GI polewith luminaries carriage fixed on re-inforcement steel cement concrete foundation with anchoring "J" bolts with nuts as per attached specification, vide Annexure -I. (Make -Transrail/ Bajaj/ Philips-Signify/ Crompton/ Wipro). |
| 199 | GST @ 18% on Item no 1 to 145 |
| 200 | Labour Welfare Cess @ 1% on Item no 1 to 146 |
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