Rehabilitation Of Silabati Barrage Of Kangsabati Dam In Block & Ps-Indpur, District-Bankura In West Bengal By Restoration Of Its Appurtenant Structures, Dislodged Slope Protection, Damaged Rock Toe, V-Notch; Inspection Gallery, Replacement Of Gangway
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04 Nov 2022
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Non-refundable
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bankura → West Bengal
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Rehabilitation Of Silabati Barrage Of Kangsabati Dam In Block & Ps-Indpur, District-Bankura In West Bengal By Restoration Of Its Appurtenant Structures, Dislodged Slope Protection, Damaged Rock Toe, V-Notch; Inspection Gallery, Replacement Of Gangway Over Spillway, Approach Road, Construction Of Inspection Bungalow Including Rehabilitation Of Gates & Emergency Gate And Its Hoisting System Including All Electrical Works And Providing Cctv Surveillance System Underthe World Bank Assisted Scheme Dam Rehabilitation & Improvement Project, Phase - Ii ( Drip-Ii )
BOQ
| Sl. No. | Item Description |
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, up to 30cm. Girth, including removing as directed by Engineer-in-charge. |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201 for Rural Roads of MORD.Lead upto 1000 m, Girth above 600 mm to 900 mm |
| 3 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 4 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 5 | Excavation for StructuresEarth 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 .I. In all sorts of soil excluding marshy soil & rocks (hard) by manual means.a) Up to 3 m depth(i) With pumping out water including shoring as required. |
| 6 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts both ways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead ofNB: - Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.Beyond 1.00 km and upto 2.00 kmNote: Add extra rate towards compensation for earth for land owned /arranged by the contractor over rate of earthwork for land owned /arranged by the Department and for royalty charges on earth as per latest rate as mentioned in PWD Schedule. The royalty will be paid to the agency on production of necessary documents in support of payment made toward the royalty. During initial payment of bill a deduction as per considered rate may be made. |
| 7 | Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level) |
| 8 | 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. |
| 9 | (a) Depth up to 150 mm. |
| 10 | (b) For each additional Depth of 150mm and part thereof. |
| 11 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.(I) By Manual Means |
| 12 | A. Cement Concrete |
| 13 | B. Reinforced Cement Concrete |
| 14 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. |
| 15 | Dismantling artificial stone flooring up to 50 mm. thick by carefully chiseling without damaging the base and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof. |
| 16 | Stripping off worn out plaster and raking out joints of walls, ceilings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 17 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy . |
| 18 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification. A Cement Grout |
| 19 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 |
| 20 | Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer\"s specification, cleaning etc. complete as per the direction of the Engineer-in-Charge. |
| 21 | Epoxy bonding of new concrete to old concrete. |
| 22 | Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 20 Grade. Distance from site to Bankura railway stack yard (31 Km) |
| 23 | A. Ground floor |
| 24 | B. Additional rate for 1st Floor |
| 25 | C. Additional rate for 2nd Floor |
| 26 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.M-15 Grade - Using concrete mixer.Distance from site to Bankura railway stack yard (31 Km) |
| 27 | Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M25(i) Height upto 5mI) Using concrete MixerDistance from site to Bankura railway stack yard (31 Km) |
| 28 | Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.RCC Grade M25,Using Concrete Mixer, For Solid Slab Super Structure, Height upto 5mDistance from site to Bankura railway stack yard (31 Km) |
| 29 | Cement Concrete Pavement (laying manually)Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC:15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying de-bonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD. (i) With Batch Mix PlantNote:1. Added the cost & carriage of 0.9 cum/m³ crushed stone aggregates, cement, dowel bar & tie rod and cost of sand as per design and drawing only to arrive at consolidated rate.2. Added 3% for formwork, 5% for Overhead charges & 10% Contractor’s Profit separately over the cost of materials of Sl. 1above.3. The characteristic flexural strength of concrete shall not be less than 4.5 MPa (M40). |
| 30 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) |
| 31 | A. 25 mm to 30 mm shuttering without staging in foundation |
| 32 | B. Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 33 | I. Ground floor |
| 34 | II. Additional rate for 1st Floor |
| 35 | III. Additional rate for 2nd Floor |
| 36 | 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.(i) Tor steelI. SAIL/ TATA/RINL |
| 37 | Ground floor |
| 38 | Additional rate for 1st Floor |
| 39 | Additional rate for 2nd Floor |
| 40 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/RINL)NB: Added cost and carriage of 1.05 MT (Consider 5% wastage) as per PWD (Roads) of steel. Carriage taken from nearby outlet.(Durgapur station), shortest Distance 75 km. |
| 41 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/RINL)NB: Added cost and carriage of 1.05 MT(Consider 5% wastage)as epr PWD (Roads) of steel. Carriage taken from nearby outlet.(Durgapur station), shortest Distance 75 km. |
| 42 | Supply of stone boulders at site including cost of material, loading, unloading and carriage and including all incidental charges like Royalty, complete. (Royalty certificate in original from concerned authority are to be submitted along with the bill)Panchami Source, District Birbum; Each weighing 20kg and above.Rates of royalty are to be considered till further modification of prevailing rates by the Department of Industry, Commerce & Enterprises, Govt. of West Bengal for Pachami sourced stone boulder. a) Panchami source : Quarry for stone boulder is consider from Panchami, District Birbum (Shortest distance 130 km) |
| 43 | Labour charges for collecting loose scattered stone boulders from slope, bed or apron and stacking the same above ground level within a lead of 100 metre and all lifts as per direction of the Engineer - in-charge. |
| 44 | Making rectangular sausage cage with 10 SWG galvanized iron wire of 125 mm. x 125 mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG GI wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump aggregates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site. (Cost is excluding the cost of end pieces)0.90 metre x 0.60 metre nominal section. |
| 45 | Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8SWG GI wire net of different mesh size stying & sewing the same maintaining a lap length of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wire netting, fitting etc, complete as per direction of the Engineer - in - charge. Mesh size 125 mm x 125 mm with 10 SWG wire |
| 46 | Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 20 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa |
| 47 | Labour charge for dumping Stone Boulders from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.(a) Boulder 20kg & above where boats are not necessary. |
| 48 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden mallet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void). (a) Jhama ballast |
| 49 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (Sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). |
| 50 | Water Bound Macadam Sub Base by consolidating Laterite chellyof 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). For Construction of Sub Base by consolidating Laterite (90 mm to 45 mm): |
| 51 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.Add cost at site of the materials to arrive at the complete rate. The compaction factor is 0.67.(The payment is to be made on the basis of the finished compacted volume of stone dust.Taken from Ratanpur Quarry shortest Distance 29 km |
| 52 | Granular Sub-base with Graded Material (Table:- 400-1)B. By Mix in Place 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, compactingwith 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)(i) Grading – II.NB: Added cost at site of 1.28 m³ of the materials as per specified Grading vides Table 3.3-1 of Section 3 to arrive at the complete rate. |
| 53 | Wet Mix Macadam Base CourseProviding, 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). |
| 54 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.Aggregate source-Bankura railway stack yard (58 Km) |
| 55 | Brick work with 1st class bricks in cement mortar (1:4) |
| 56 | I. In foundation and plinth |
| 57 | II. In superstructure, ground floor |
| 58 | III. Additional rate for 1st Floor |
| 59 | IV. Additional rate for 2nd Floor |
| 60 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) |
| 61 | I. In ground floor. |
| 62 | II. Additional rate for 1st Floor |
| 63 | III. Additional rate for 2nd Floor |
| 64 | 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. |
| 65 | Extra rate for using water proofing and plasticizing admixture @ 0.2% by weight of cement (or at manufacturer\"s specified rate) for concrete of various grades. |
| 66 | Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge. |
| 67 | 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] |
| 68 | A. With 1:4 cement mortar, 20 mm thick plasterI. Ground Floor |
| 69 | A. With 1:4 cement mortar, 20 mm thick plasterII. Additional rate for 1st Floor |
| 70 | A. With 1:4 cement mortar, 20 mm thick plasterIII. Additional rate for 2nd Floor |
| 71 | B. With 1:4 cement mortar,15 mm thick plasterI. Ground Floor |
| 72 | B. With 1:4 cement mortar,15 mm thick plasterII. Additional rate for 1st Floor |
| 73 | B. With 1:4 cement mortar,15 mm thick plasterIII. Additional rate for 2nd Floor |
| 74 | C. With 1:3 cement mortar, 10 mm thick plasterI. Ground Floor |
| 75 | C. With 1:3 cement mortar, 10 mm thick plasterII. Additional rate for 1st Floor |
| 76 | C. With 1:3 cement mortar, 10 mm thick plasterIII. Additional rate for 2nd Floor |
| 77 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE: Cement 0.152 cu.m per 100 sq.m. |
| 78 | Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer -in-charge. Note: Payment on weight (Kg.) of new reinforcement. |
| 79 | 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. |
| 80 | 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 hires charge of all tools and plants and labour required for the work including all incidental charges 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 structural members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no separate 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 initial 8m. or part thereof. |
| 81 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 82 | Cast-in-situ cement concrete blocks or lining units as per designed section and specification in nominal mix proportion 1:1.5:3 (Corresponding to M20 grade) with well graded 20mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 µm to act as a separator between the bottom surface of the block and the sand cushion/filter material laid below the blocks, including, dressing, ramming, shuttering, finishing the exposed surface by trowel without adding any additional cement and sand mortar, curing and filling the gaps between adjacent units by 5.6mm down coarse aggregate to be compacted properly with all leads and lifts including supply and carriages of all materials without the cost of sand cushion/filter (The rate is inclusive of the cost of stone aggregate and its carriage upto site.)Stone aggregate of Pakur or Rajamahal or Broken stone of North bengal varieties.Lead Distance 31.00 KM |
| 83 | 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.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 84 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.a) Normal Acrylic Emulsion(Two Coat) |
| 85 | In Ground floor |
| 86 | Additional rate for 1st Floor |
| 87 | Additional rate for 2nd Floor |
| 88 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer\"s specification and as per direction of the EIC.Two Coats |
| 89 | In Ground floor |
| 90 | Additional rate for 1st Floor |
| 91 | Additional rate for 2nd Floor |
| 92 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand. (1.5 mm thick) |
| 93 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer\"s specification and as per direction of the EIC. (In Ground Floor)Two Coats, i) Water based interior grade Acrylic Primer |
| 94 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats)ii) Luxury Quality |
| 95 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 96 | 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 other than hi-gloss of approved quality-() Two coats (with any shade except white) |
| 97 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg). |
| 98 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or aggregates (stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). |
| 99 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 100 | Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete. |
| 101 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1.00 metre X 1.00 metre X 1.00 metre.(a) Where boats are not necessary. |
| 102 | Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site. |
| 103 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cem`ent concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.`900 mm diaNote: Added cost and carriage of Pipe to get the final consolidated item rate. Carriage taken from Bankura railway yard. shortest distance 31 km. |
| 104 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.(c) Above 900 mm dia Hume pipeNote: The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately. Credit for retrieved stone from masonry work may be taken as per actual availability. |
| 105 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. |
| 106 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerized adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor](I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.(A) Deep Colour & White |
| 107 | Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr\"s hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth uptomirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor). |
| 108 | a) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N |
| 109 | b) In 1st Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N ,additional rate is rs.12.00/sqm for first floor |
| 110 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.B. WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(b) Area of each tile above 0.09 Sq.m(i) Coloured decorative |
| 111 | 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).Using grey cement(i) 35 mm. thick |
| 112 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] |
| 113 | Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone. |
| 114 | Extra cost of labour for grinding Kota Stone Floor in treads and riser of Steps. |
| 115 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals)(e) Sal : Malayasian |
| 116 | Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lapping with teak, mahogany or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete,including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf) |
| 117 | Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite doorframe as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolithic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS: 4020 door testing performance criteria..(i) 66mm x 90mm |
| 118 | Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolithic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria.In ground floor(i) 32 mm thick |
| 119 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction. (Cost of concrete will be paid separately)(i) 40mm X 6mm, 200mm Length |
| 120 | Iron parliamentary hinges conforming to IS 362-1982 fitted and fixed complete with steel screws(i) 90mm. X 100mm. X 20mm. X 2.24mm. |
| 121 | Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(a) 200mm long |
| 122 | Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete.(a) Heavy type (I.S.I. size 3) |
| 123 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws(v) 150mm long x 12mm dia. Bolt. |
| 124 | Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia bolt. |
| 125 | Anodised aluminium grip handle with base plate of approved quality fitted and fixed complete.(a) With base plate.(i) 165mm grip x 12mm dia rod x 42mm plate x 3.2mm thick. |
| 126 | Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fitted and fixed complete as per design (excluding the supporting framework but including local sal wood battens of size 37.5mmx25mm).In ground floor.(a) 19mm mesh. |
| 127 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 128 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.iv)5mm thick coloured / tinted / smoke glass. |
| 129 | Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge.(Payment will be made on finished length of the work). (A)In 10-12 Micron thickness Annodizing film I) Natural white 3- track sliding window |
| 130 | (i) Bottom frame |
| 131 | (ii) Top and side frame. |
| 132 | (iii) Shutter for all track sliding window. Bottom & Top member. |
| 133 | (iv) Shutter for all track sliding window. Style side member. |
| 134 | (v) Shutter for all track sliding window.Interlock member. |
| 135 | Supplying PVC rollers for sliding windows as per direction of Engineer in charge. |
| 136 | Supplying EPDM gusket of approved make and brand as per direction of Engineer in charge.i) For sliding windowsa) \"U\" shaped EPDM gasket for frames. |
| 137 | Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6m height for external wall) (ii) 4 mm thick. |
| 138 | Supplying maruti lock (100mm) |
| 139 | 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.3 /4 track sliding window |
| 140 | A. Ground Floor |
| 141 | B. 1st Floor |
| 142 | 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 necessary specials, fittings, S.W. tees, C.I. footest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and refilling 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 followed as per IS:2470,Part- I. Payment will be made separately on the basis of actual height based on relevant I.S.Code. (i) For 50 usersA) With Pakur variety. (SAIL/TATA/RINL) |
| 143 | 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 necessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the excess 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) |
| 144 | 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) |
| 145 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conformingto IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. |
| 146 | A) UPVC Pipes:110 mm. Dia. |
| 147 | B) UPVC Fittings:Bend 87.5 degree 110 mm. Dia. |
| 148 | C) UPVC Fittings: Shoe 110 mm. Dia. |
| 149 | Supplying, fitting and fixing Shallow water closet Indian pattern (I.P.W.C.) of approved make in white vitreous chinaware in position (excluding cost of concrete for fixing).(i) 510 mm long |
| 150 | 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) |
| 151 | Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.(a) Anglo Indian(i) Plastic (hallow type) white |
| 152 | Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.i) Polythene Flush Pipe |
| 153 | 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) 470 mm X 280 mm X 340 mm |
| 154 | Supplying, fitting and fixing urinal flush pipe fittings of approved brand.(a) C.P. urinal flush pipe fittings range of one |
| 155 | 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 |
| 156 | Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately).(i) 600 mm X 100 mm(a) White vitreous chinaware |
| 157 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floorFlash butt welded windows and ventilatorsWithout integrated grills. |
| 158 | (i) Openable steel windows as per IS sizes with side hung shutters and horizontal glazing bars. |
| 159 | (ii) Two point nose steel handle including fitting and fixing |
| 160 | (iii) Steel peg stay 300 mm long including fitting and fixing. |
| 161 | (iv) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. |
| 162 | Supplying, fitting and fixing PVC pipes of approved make of (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, elbow, nipple, long screw, 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 accessories, specials. Payment for painting will be made separately)(a) For Exposed WorkPVC Pipes |
| 163 | 32 mm |
| 164 | 15 mm |
| 165 | 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. |
| 166 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(a) 1000 litre capacity |
| 167 | Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity.(a) Upto 1st story from G.L. |
| 168 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 169 | 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. (i) 550 mm X 400 mm size. |
| 170 | Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets.(i) 630 mm X 550 mm X 180 mm |
| 171 | Supplying, fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.900 mm long |
| 172 | Supplying, fitting and fixing pillar cock of approved make. |
| 173 | a) CP Pillar Cock Super Deluxe with Aerator - 15 mm. (Equivalent to Code No. 508 & Model No. Tropical / Something Special of ESSCO). |
| 174 | b) CP Wall Mixture without spout but with provision for connection to Telephone Shower and exposed pipe for Overhead shower (Equivalent to Code No. 5215 & Model - FLORENTINE of JAQUAR). |
| 175 | c) CP Sink Cock with Regular Swinging Spout (Table Mounted Model) (Equivalent to Code No. 5357 of JAQUAR). |
| 176 | Supplying, fitting and fixing beveled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.600 mm X 450 mm |
| 177 | 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 |
| 178 | Supplying, fitting and fixing soap holder.(a) PTMT (Prayag or equivalent) |
| 179 | Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass(i) 25 mm dia. and 450 mm long |
| 180 | Supplying, fitting and fixing shower of approved brand and make |
| 181 | (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Something Special of ESSCO). |
| 182 | (ii) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar). |
| 183 | Supplying, fitting and fixing bib cock or stop cock. |
| 184 | (a) (Chromium plated Bib Cock long body with wall flange with aerator (Equivalent to Code No. 512 & Model - Tropical / something Special of ESSCO) |
| 185 | (b) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / something Special of ESSCO |
| 186 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(i) 32 mm dia |
| 187 | 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.(a) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone, buidingpremises ,garden, parks, domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound granular /granular base course including cost of sand for sand bed but excluding cost of base course & sub grade preparation.) (i) Coloured Decorative |
| 188 | Cleaning the surface thoroughly , providing & applying controlled concrete High strength Silica Based Fibre Reinforced M 60 concrete mixture comprising of cement( 53 grade OPC) and consumption of cement not less than 450 kg with well graded stone chips(20 mm nominal size),Fine aggregate conforming to IS:383 , Micro Silica/Silica fume, water, Chemical Admixture( Polycarboxylic Ether as super plasticizer) , Steel Fibre(Crimped shape dia-0.45mm , Length-36mm)with complete design of concrete as per IS: 10262 and IS 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge including cost of labour, machineries, cost and carriage of all materials, curing and preparation of mix design, approval of the same by the Engineer-in-charge and cost of quality control , sampling , testing etc all complete as per technical specification , Target compressive strength-68.25 N/mm2 using concrete mixture With Pakur Variety. |
| 189 | Removal of defective concrete, cleaning the surface thoroughly, providing & applying Steel fibre reinforced shotcrete (SFRS) average thickness 40 mm mixture mechanically with compressed air under pressure, comprising of cement,Micro-silica/Silica fume,Coarse aggregate(graded 5 mm to 10 mm maximum size ), sand, super Plasticizer (Chemical Admixture),Steel fibres(diameter -0.30 to 0.45 mm, length 30 mm),Alkali-free Accelerator (Sodium Silicate) , water in proportion as per completedesign mix as perIS: 10262:2019,IS: 9012 and clause no 2807 of MORT&H specification and relevant special publication, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge, density of shotcrete not less than 2000 kg/cum, target compressive strength48.25 N/mm2including cost of labour, machineries, cost and carriage of all materials, curing and preparation of mix design, approval of the same by the Engineer-in-charge and cost of quality control , sampling , testing etc all complete as per technical specification ,using concrete mixture With Pakur Variety. |
| 190 | Driving M S sheet piles of any kind of approved type and size conforming to I.S. code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by vibro-sinker including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scraping and cleaning piles, painting the surface with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc. including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of the Engineer-in-charge but excluding the cost of sheet piles.NB:- Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length). |
| 191 | Supplying, Hot Rolled Steel Sheet piling, Z-Type or U- Type as per IS: 2314-1986, up to Amendment No.1 June 2018, structural steel material conforming to Grade Designation E 410 (Fe 540), of IS 2062: 2006 having minimum yield strength of 410 N/mm2, including all statutory taxes, duties and incidental charges but excluding GST at Ex-stack yards of the supplier/ Ex-Port in West Bengal /Ex-Railway yard in West Bengal. For Export delivery, custom clearance formalities and charges would have to be borne by the Supplier as per dimensional parameters, sectional properties and testing requirements given below:Range of minimum thickness (excluding tolerance) at any part in mm -8.5 = tmin = 9.5 Range of Mass (Kg/sq.m) -159.5 = M = 195.7Range of Elastic Modulus (cm3) -1481 = E = 2222NB:-Carriage of sheet pile taken from Howrah,11A,Maharsi Debendra Road 4th floor Kolkata-700007 SHORTEST DISTANCE=190km |
| 192 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) |
| 193 | S.I.T.C. of 3 phase 30 KVA KOEL iGreen DG Set with Auto start stop panel including transportation cost and loading & unloading at both side. |
| 194 | Supplying & fixing415V, TPN SFU with sheet steel enclosure on flat iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating, 200A (make L & T) |
| 195 | Supplying and fixing 415V, TPN on load front operated Changeover switch with Sheet Steel enclosure on angle iron frame on wall with nuts bolts etc ,200A,415V FP, L & T make |
| 196 | Supplying & fixing sheet metal (16 SWG) Iron Clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required – ( As per Drawing no. 470 of PWD Specification Book – May 1991) 4 bar 415 v 200A Dimension of Al bars [850mm long] 4X50X5mm, Dimension of sheet metal box-500X150mm. |
| 197 | Supplying of the following items for panel board |
| 198 | (a) Supply of 0 to 600V range moving iron type analog AC voltmeter (accuracy class 1.5), model-SMI-96, AE /L & T make. |
| 199 | (b) Supply of moving iron type analog AC ammeter (accuracy class 1.5), model-SMI-96 of following range, AE /L & T make. |
| 200 | (c) Supply of indoor tape insulated ring type low tension current transformer of following rating,100/5A 15VA, Cl 1.0, AE /L & T make. |
| 201 | (d) Supply of voltmeter selector switch Votage between phases with OFF, 4 Pos. 90° angle of throw (OFF-RY-YB-BR),AE /L & T make. |
| 202 | (e) Supply of ammeter selector switch Current in Each phase with OFF, 4 Pos. 90° angle of throw (OFF-R-Y-B)AE /L & T make. |
| 203 | (f) Supply of 22.5 mm dia LED indicating lamps, AE /L & T make. |
| 204 | (g) Supply of 2.5 sqmm.\"FR\" stranded copper wire |
| 205 | Fixing only Voltmeter/Ammeter/Energy meter etc with screws & other fixing materials incl. making necessary holes and connections. |
| 206 | Supplying & fixing415V, TPN SFU with sheet steel enclosure on flat iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating160A (make L & T) |
| 207 | Supply of 4 core 70 sqmm.,1.1 KVgrade as per IS 7098 (part I) 1988, XLPE insulated armoured aluminium cable (Make: KEI/POLYCAB/Gloster Cable Ltd) |
| 208 | Laying of cable above 3½ core 50 sqmm and upto 3½ core 90 sqmm on wall/surface including S & F MSclams with earthing attachment in 2 x 10 SWG GI (Hot Dip) Wire, making hole etc. as necy., mending good damages and painting. |
| 209 | Laying of one No. cable above 35 sqmm andupto 185 sqmm in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed . |
| 210 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry ofXLPE/PVC armoured cables as below , For 4 core upto 70sqmm. |
| 211 | 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 For 31/2 core 70sqmm. cable. |
| 212 | Supplying & fixing medium gauge GI Pipe (ISI-Medium) Protection with necessary fittings and jointing materials as required 50 mm dia. |
| 213 | Supplying & fixing415V, TPN SFU with sheet steel enclosure on flat iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating , 63A (make L & T). |
| 214 | Supply of 4 core 25 sqmm.,1.1 KVgrade as per IS 7098 (part I) 1988, XLPE insulated armoured aluminium cable (Make: KEI/POLYCAB/Gloster Cable Ltd) |
| 215 | Laying of cable upto 3/4 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting, |
| 216 | Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core |
| 217 | Supplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required 40mm dia. |
| 218 | Excavation of soil for installation of Earth Electrode and filling & ramming.For morrum soil. |
| 219 | 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 as below: (a) By ISI-Medium GI pipe. |
| 220 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages, Solid GI wire : (i) No. 6 SWG, |
| 221 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts,nuts, washers, spacing insulators etc. as required. |
| 222 | Supplying & fixing sheet steel main switches on flat iron frame on wall 32A, 240V DP with fuse on L & NHavells. |
| 223 | Supply & Fixing 240 V, 20A, plug socket with separate 20 A Piano key type switch (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required. |
| 224 | Supplying of different types of LED lamps (9W), Crompton make, LED 9W - B22 - CDL. |
| 225 | Fixing only Lamp. |
| 226 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.Depth of excavation not exceeding 1,500 mm. |
| 227 | 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. |
| 228 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.(a) M-15 Grade - Using concrete mixer.Distance from site to Bankura railway stack yard 31Km. |
| 229 | Brick work with 1st class bricks in cement mortar (1:4)In superstructure, ground floor. |
| 230 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) With earth obtained by fresh excavation upto 1800 mm. depth (including the cost of excavation from land arranged by the Deptt. within a lead of 100 m.) |
| 231 | 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 (i) Tor steel/Mild SteelSAIL/ TATA/RINL. |
| 232 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 233 | Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 20 Grade Distance from site to Bankura railway stack yard (31 Km) |
| 234 | 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 (a) 15 mm thick plaster. |
| 235 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning and smoothening of surface. Two Coats |
| 236 | Fixing of Cable along the lenth ofO.H. pole incl. S & F MS pole clamps fabricated from 25 mm x 6 mm MS flat incl. painting. |
| 237 | Supply, fixing, testing & commissioning of double outdoor type 1400 x 1350 x800mm size cubical design main distribution control panel board on wall/floor mounted LT panel primer coated with powder coated paint &provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3phase, 50 Hz, 4 wire system fabricated out of CRCA sheet up to 2 mm thick (1.6mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere , Volt , selector switches, frequency , phase indicating lamp, Energy complete including cost of busbar supports, detachable cable gland plates,2 earthing terminals, internal wiring &fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere, Volt, selector switch as per approved design & specification. |
| 238 | Supplying & fixing415V, TPN SFU with sheet steel enclosure on flat iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating, 32A (make L & T). |
| 239 | Supplying and fixing 240/415 V SPMCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection 6-32 A, L & T make. |
| 240 | Supply of 4 core 16 sqmm.,1.1 KVgrade as per IS 7098 (part I) 1988, XLPE insulated armoured aluminium cable (Make:KEI/POLYCAB/ Gloster Cable Ltd). |
| 241 | Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection onthe 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. |
| 242 | Laying of cable as below, after cutting floor /pavement/wall/ and making holes incl. embedding the cable at an average depth as below and mending good the damages to original finish incl.removing the rubbishfrom 2.5 sqmm to 35 sqmm at an average depth of 75 mmin floor /pavement/wall etc. |
| 243 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry ofXLPE/PVC armoured cables as below.For 4 core upto 16 Sqmm. |
| 244 | 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 For 4 core 16 Sqmm. cable. |
| 245 | Supplying swaged and welded steel tubular pole of following specifications as per IS 2317: 1980), 11m length, 241Kg, 410-SP-56 (Calcutta Poles & Tubes Co./ Utkarsh/Tara Maa Make). |
| 246 | Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600 x 600 x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mtr. dia and 0.30 mtr. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly above 9.0 mtr, Size 0.6 X 0.6 X 1.91 Mtr. |
| 247 | Supplying and Fixing GI water proof looping cable box having hinged GI Top Cover having 4 mm thick with rubber gasket lining, railway type mechanical locking arrangement, earthing terminal with lug etc. of the following sizes as indicated below, Comprising of one 250 V, 15 A Kit-Kat fuse unit, one NL on porcelain insulator etc. and housing the same in pole muffing incl. addition and alteration to the existing CC muffing (6:3:1) after dismantling the damaged looping cable box etc. where necy. incl. painting, 200 x 150 x 100mm, |
| 248 | Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paintAbove 9.0 mtr. long pole. |
| 249 | (i) 1st coat of aluminium paint over 1 coat of RO priming |
| 250 | (ii) 2nd coat of aluminium paint over 1st coat. |
| 251 | Supplying of LED flood light, type-BVP410 LED 170 CW HE AK55 FG S4 XTFCL, HSN Code-9405 (make-Philips) |
| 252 | Fixing only floodlight fitting with suitable tie clamps MS plate for mounting on pole/tower or similar structure. |
| 253 | Supply and fixing of smart bright essential street light (70 Watt) complete with all accessories to be fixed /projected from the wall of the building or on pole incl. making holes/providing clamping arrangement & necy. GI reducer as required. S&F 40 mm GI pipe (ISI-Medium) quality 1.5 mts. average length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl. painting etc. Make : Crompton / Magik, 72 watt. |
| 254 | Supply of 90 W ,NEXUS NEO LED streetlight, die cast aluminium, IP66 Protection. 10KV SPD included. Efficacy = 110/125 LPW, Crompton / any approved make. |
| 255 | Fixing outdoor type fluorescent/SV/MV light fitting on pole including S&F 40 mm dia x 1.68 mts. long GI Pipe (ISI-Medium) bracket with 40 mmx10 mm thick, MS clamp etc. and providing wiring with 2x1/1.40 PVC insulated and sheathed wire (single core) from loop box at the base of pole to light fiting through pole & bracket (without control switch) including making connections & painting. |
| 256 | S&F of Trunk Wall light (Single) IPS 31453, 20 Watt , White with required arrangements etc. Philips make . |
| 257 | Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paint Upto 9.0 mtr. long pole |
| 258 | (i) 1st coat of aluminium paint over 1 coat of RO priming. |
| 259 | (ii) 2nd coat of aluminium paint over 1st coat. |
| 260 | Supplying & fixing sheet steel main switches on flat iron frame on wall 32A, 415V TPN with fuse on L & N,make Havells |
| 261 | 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. 2 + 4 Way Enclosure (LTSD06N), L & T |
| 262 | Supplying and Fixing GI water proof looping cable box having hinged GI Top Cover having 4 mm thick with rubber gasket lining, railway type mechanical locking arrangement, earthing terminal with lug etc. of the following sizes as indicated below, Comprising of one 250 V, 15 A Kit-Kat fuse unit, one NL on porcelain insulator etc. and housing the same in pole muffing incl. addition and alteration to the existing CC muffing (6:3:1) after dismantling the damaged looping cable box etc. where necy. incl. painting, (i)200 x 150 x 100mm |
| 263 | Supplying of 4 core 4 sq.mm PVC insulated and FR PVC Round Sheathed, 1100 volt,copper Conductor (flexible) industrial cable. (make-Havells) |
| 264 | Supplying and fixing PVC Rigid Conduit \"FR\" [Precision Make] on wall, ceiling with saddles and other accessories as required and mending good damages to building works. 20mm size |
| 265 | Finishing of the PVC insulated wire ends by socketting with pin/ring type copper sockets and insulated tapes etc., including supplying sockets, tapes 4 sqmm. |
| 266 | Supply and fixing of EnduraLED Bulkhead Pressure Die cast housing LED bulkhead with IP66 Protection and IK09 impact resistance suitable for surface and wall mounting applications on ceiling fitting on wall /ceiling by screws etc.Make: Crompton/Magik, 10 watt LED. |
| 267 | Fixing only bulk head ceiling fitting on wall / ceiling by screws etc. |
| 268 | Supply of 1.5 sqmm.\"FR\" stranded copper wire. |
| 269 | Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes, 2.5 sqmm |
| 270 | Dismantling of OH line comprising of copper/AAC/ACSR conductor, cross arms / ‘D’ iron clamps / brackets / ‘V’ brackets etc. insulators, earthwire, cradle guard, safety devices, staywire etc., incl. sorting out, rolling the conductors, stacking, loading at site and delivering, unloading, measuring the conductors, sorting, stacking properly at any place as per direction upto a lead of 1.6 km OH line comprising of single phase, neutral & earth wire. |
| 271 | Supplying and Erection of Galv. Stay set complete with 7/10 SWG GI (Hot Dip) Stranded stay wire (45 ton quality), 1.8 mtr.x 16 mm dia Galv. stay rod 100 mm x 100 mm x 6 mm thick Galv. MS anchor plate, 356 mm x 13 mm dia Galv. bow (with ratchet type nut), thimble, Galv. Box type Stay Clamp in CC foundation (6:3:1) having hard jhama metal incl. providing earth connection. |
| 272 | Supplying swaged and welded steel tubular pole of followingspecifications as per IS 2317: 1980), 9m length, 133Kg, 410-SP-30 (Make Calcutta Poles & Tubes Co/Utkarsh/Tara Maa Electrical.) |
| 273 | Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly.Upto 9.0 mtr Size 0.6 X 0.6 X 1.70 mtr. |
| 274 | 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.2+12 Way Enclosure(DHDPSNODRW12), Havells |
| 275 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection, 40A DP L &T make. |
| 276 | Wiring in 1.1 KV grade single core stranded \"FR\" PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc.2 X 56/0.3 (4 sqmm.) +1 X 36/0.3 (2.5 sqmm) |
| 277 | Wiring in 1.1 KV grade single core stranded \"FR\" PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc.2X36/0.3 (2.5 sqmm.) +1X22/0.3(1.5 sqmm) |
| 278 | Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire for ECC, incl. necessary PVC clips, fittings etc. to light/fan/call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necessary connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface]Average run 8 Mtr |
| 279 | Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite/perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] On board |
| 280 | Supply and fixing of philips Smartbrite Xtra 4ft run length LED Batten Tube light, incl Fixing only fluorescent light fitting suspended 25 cm bellow the ceiling with 2 No. 20 mm dia EI conduit (14 SWG) supports incl. S&F EI conduit, ball socket/socket type ceiling plate and connecting the length of PVCinsulated wire and painting etc. as required by 2x24/0.20 mm (1.5sqmm) flexible copper wire of 1.10 mt. length ,Crompton/any equivalent make, 18W, |
| 281 | Supply TMC501 Conventional industrial batten Philips LED tube, model no : TMC 501 P 2xT-LED 22W P3242 with 2nos Mas LED tube 1200mm 18W865 T8I – 2100lm including necessary connection. Make-Philips/Magik make. |
| 282 | Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/ceiling by screws etc. |
| 283 | Supply & Fixing 2 Watt LED ceiling light fixture (Foot lamp), m- 30974, White, philips make . |
| 284 | 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 necessary connections etc., |
| 285 | Supply of 19mm heavy gauge polythene pipe. |
| 286 | Supplying of approved make high speed ceiling fan (ISI marked) offollowing sizes having double ball bearing complete with standard downrod, canopy, hanging shackle, Aluminium blades, without regulator, A.C.230-250 volts , 1200mm, Orient/ crompton make. |
| 287 | Supplying of approved make cabin fan oscillating type with base, blades, guard, speed regulator etc. AC 230- 250 volts. 400mm sweep. |
| 288 | Fixing only cabin fan on wall/ceiling by S&F rag bolts, nuts & washers (6 mm dia x 62 mm long) or as reqd. incl. S&F 24/0.20 PVC insulated flexible copper wire 0.5 mt. length. |
| 289 | Supplying of approved make exhaust fan heavy duty with mounting frame, blades AC 230-250. 300mm sweep RPM 900. make - EPC / crompton/ orient. |
| 290 | Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necessary length of PVC insulated wire and making connection for exhaust of following diameter 30 cm (12\") |
| 291 | Fixing only louver shutter/cowl on wall with necy. bolts & nuts (6 mm dia x 62 mm long), For 30 cm (12\") Exhaust fan. |
| 292 | Supply of 2 core 10 sqmm. 1.1KV GRADE as per IS 7098 (PART 1) 1988 (Make:-KEI/POLYCAB/Gloster Cable Ltd.) |
| 293 | Laying of cable upto 2 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting. |
| 294 | 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: For 2 core up to 10sqmm. |
| 295 | 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 For 2 core 10sqmm. cable |
| 296 | Cost to WBSEDCL for enhancement of electrical load. |
| 297 | Supplying and fixing double door Horizontal TPN 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 8way, Enclosure (LTTD08N),L & T make. |
| 298 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection 63A FP L &T make. |
| 299 | Supplying & Fixing 240 V AC/DC superior type Ding-DongCall Bell (Anchor) on HW board incl. S&F HW board. |
| 300 | Supplying and fixing of Green Perform Sleek down light, 12NC, 919515812857, DN296BLED15S-3000PSU WH, DN296, 13.5 Watt, 1500 Lumen, Philips make. |
| 301 | Supplying and fixing polythene pipe complete with fittings as necessary under ceiling/beam, bound with 22 SWG GI binding wire incl. supplying and drawing 1x18 SWG GI Wire as fish wire inside the pipes and fittings and providing 50 mm dia disc of MS sheet (20 SWG) having colour paint at one face fastened at the load point end of the polythene pipe with fish wire (synchronizing with roof/beam casting work of building construction, 19mm dia 3mm thick Polythene Pipe. |
| 302 | Cutting channel of 40 mm x 40 mm size on masonry wall incl. S&F heavy gauge polythene pipe dia as stated below, by means of iron hooks and supplying and drawing 18 SWG GI Wire as fish wire incl. mending good damages to building works,19 mm dia 3 mm thick polythene pipe without earth continuity wire. |
| 303 | Supplying & Fixing iron beam fan clamp of two piece type, as per approved specification, fabricated from 40 mm x 9 mm MS sheet flat suitable for beam having flange up to 150 mm wide – (As per Drawing no. 476 of PWD Specification Book – May 1991, |
| 304 | Supplying and Drawing 1.1 KV single core stranded \"FR\" PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necessary connection as required. |
| 305 | 3 x 22/0.3 (1.5 sqmm) |
| 306 | 2x36/0.3 (2.5 sqmm) + 1x22/0.3 (1.5 sqmm) as ECC |
| 307 | 2x56/0.3 (4 sqmm) + 1x36/0.3 (2.5 sqmm) as ECC |
| 308 | Distribution wiring in 22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to light/fan /call bell points with Modular type switch (Brand approved by EIC) fixed on Modular GI switch board with top cover plate flushed in wall incl. mending good damages to original finish, 2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC. Average run 7 metre. |
| 309 | Distribution wiring in 22/0.3 (1.5 sq. mm) single core stranded \"FR\" PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to 240 V 6A 5 pin plug point incl. S&F 240 V 6A 3 pin Modular type plug socket & Modular type switch (Brand approved by EIC) incl. S&F earth continuity wire, fixed on 4 Module GI switch board with 3/4 Module top cover plate flushed in wall incl. mending good damages to original finish,2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC ,On Board |
| 310 | Supplying & Fixing GI Modular Switch Board of the following sizes complete 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, |
| 311 | 2 Module |
| 312 | 4 Module |
| 313 | Supply & Fixing 240 V, 25 A, 3 pin Modular type plugsocket (Brand approved by EIC), without plug top and switch with 2 Module GI Modular type switch board with top cover plate flushed in wall and making necessary connections with PVC Cu wire and earth continuity wire etc. |
| 314 | Supply & Fixing 240 V, 16 A, 3 pin Modular type plugsocket (Brand approved by EIC) with 16A Modular type switch, without plug top on 4 Module GI Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necessary connections with PVC Cu wire and earth continuity wire etc. |
| 315 | Supply & Fixing 240 V, 25 A, Modular type starter (North- East/any approved make) 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 necessary connections with PVC Cu wire and earth continuity wire etc. |
| 316 | Supply of 4 core 35 sqmm., 1.1 KVgrade as per IS 7098 (part I) 1988, XLPE insulated armoured aluminium cable (Make:KEI/POLYCAB/ Gloster Cable Ltd). |
| 317 | Laying of cable as below, after cutting floor/pavement /wall/ and making holes incl., embedding the cable at an average depth as below and mending good the damages to original finish incl.removing the rubbish, From 2.5 sqmm to 35 sqmm at an average depth of 75 mm infloor/pavement/wall etc. |
| 318 | 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, For 4 core. upto 35 sqmm |
| 319 | Finishing the end of following XLPE/PVC armoured cables bycrimping method incl. supplying and fixing solderless socket(Dowels make), tapes, anticorrosive paste & jointing materials,3½ core 35 sqmm cable. |
| 320 | Supplying and fixing double door Vertical TPN MCBDistribution board for MCCB incomer with IP-42/43protection, 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, Upto 250 A , 8 Way, Enclosure (607723) , Legrand make. |
| 321 | Supplying and fixing double door Horizontal TPN 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, 4 way, Enclosure (607715), Legrand. |
| 322 | 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. 2+8 way, Enclosure (607711), Legrand. |
| 323 | Supplying and fixing200 A ,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, Legrand make. |
| 324 | Supplying and fixing, 240/415 V MCB Isolator on din rail of existing DBs and necessary connection. Legrand make. |
| 325 | 40 A, DP. |
| 326 | 40 A, FP. |
| 327 | 63 A, FP |
| 328 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection, 6-32 A, SP, Legrand. |
| 329 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required. |
| 330 | S & F Lightning conductor Air-terminals made of 15 mm dia 1500 mm long GI pipe (ISI Medium) having five prongs of 4 SWG GI (Hot Dip) wire at top with 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. duly grouted on the parapet etc. in CC mortar (4:2:1). |
| 331 | Supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works. |
| 332 | Supply & fixing of GI (Hot Dip) strips 20 mm x 3 mm thick for vertical run on wall with GI saddles spaced not exceeding 1000 mm apart incl. mending good damages to building work. |
| 333 | Supply & Fixing of Testing Joints by 20 mm x 3 mm thick GI (Hot Dip) strip 125 mm long grouted on wall having clearance of 6 mm from wall for making connection with thimbles at the end of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (Hot Dip) wire of vertical conductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts, check-nuts, spring washers etc. as required. |
| 334 | Cutting cornices/ steps etc. including cutting recess in buildings etc. & supply & fixing 15 mm bore (ISI-Medium) GI pipe protection as below and mending good damages to the building works:(a) Length upto 0.5 Mtr. |
| 335 | Hiring charges for scaffolding arrangement including dismantling at the end of work and carriage, for LC installation, per storey of building per vertical run. |
| 336 | Making soldered joints between conductors and down pipes/ other metallic objects for 14 SWG GI (Hot Dip) wire including supply of necessary 4 SWG GI (Hot Dip) wire, jointing materials and painting with 2 (two) coats of bituminous paint. |
| 337 | 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. (for 20 nos. earthing) |
| 338 | Supply & Fixing 240 V, 10 A, 2(Two) way Modular type switch (approved make) on existing GI Modular switch board having top cover plate and making necessary connections as required. |
| 339 | Supply and fitting, fixing on wall with GI bracket of fire extinguisher 6 kg ABC powder type (stored pressure), (make ECO FIRE) as per direction of EIC. |
| 340 | Supply and Installation of Split type room air conditioning machine of following tonnage capacity 3 star rating fitted with rotary compressor and cooling capacity min. 6000 k cal/Hr., minimum discharge air flow 800cum mtr, 800EER ( W/W) 2.7-2.89. (Rates are inclusive of extra refrigerant pipe drain pipe connecting cable) up to the satisfaction of the EIC.2.0 Ton (Make: Hitachi) 3 star non-inverter type. |
| 341 | Supply & Fixing of Refrigerant type copper pipe with insulation, water pipe & required copper cable etc. |
| 342 | Supply & fitting fixing of V- Guard VND 400 Voltage Stabilizer for 1.5 Ton AC (150V-290V) with suitable arrangements as require. |
| 343 | Supply of Network IP BULLET Camera with 1/3\"4MP CMOS Image sensor having 2688x1520 resolution and minimum illumination of 0.03 lux [email protected] Colour of 164 ft (50m IR Distance) Smart IR, WDR (120 dB), 3D DNR Noise reduction, upto 4 configurable zones for Privacy masking & motion Detection, BLC /HLC, Onvif Profile S, Profile G, with H.265,IR,TDN and 2.7-13.5MM MFZ lens, POE 11.74 W max power Consumption, IP66, 16X Digital Zoom, SD card provision of 128GB UL Listed . Model No-HBW4PER2, Honeywell make. |
| 344 | SD Card 64 GB MB |
| 345 | Supply of 64 Channel fully Featured NVR with High decoding capability for Ultra 4K HD viewing and recording. up to 12MP(4K) resolution live view, Preview & Playback, Internal storage supports 4 HDDs expandable up to 32 TB (8 TB each). Record bit Rate (320Mbps), 2 HDMI/ VGA simultaneous video, usb ports 3 (2 rear USB3.0; 1 front USB2.0. RS232 1 port (for PC communications and keyboard).) The Quick Wizard and full PoE support (for up to 16 channels) make setup fast and easy. Monitor from anywhere using the mobile apps for both Apple and Android devices (Smartphones, tablet computers, and laptops). EU: EN60950-1, North America UL listed to UL/CSA, 60950-1, Honeywell make. |
| 346 | NVR Storage 8TBSurveillance HDD (Make: WD/Segate/Toshiba) |
| 347 | 55 inch Commercial LED TV capable of operating 24X7with wall mountclamp,ready VGA & HDMIport,remotecontrol(Make: Samsung/LG/Sony) |
| 348 | Client Workstation with monitor of 17.5 inch:CPU: PROCESSOR : Intel Xeon Processor, Core : 15 Core or higher, Frequency Intel Turbo Boost (Base Frequency 2.0 Ghz Or Higher), 36, RAM: 32 GB ( DDR4 ) or higher, NIC ( Gigabit ): Minimum 2 no\"s Integrated, Graphics Card 4 display output with HDMI, HDD: 2 TB SATA ( 7200 RPM ), SSD: 1 TB , Optical Drive: DVD writer, USB ( 2.0 , 3.0 ): Min 4, Keyboard and Mouse: USB Keyboard and USBOptical mouse, Operating System: Windows 10 Professional for workstations 64 bit,Dell Make. |
| 349 | 10/100/1000 Mbpc Media Converter (Dlink) |
| 350 | 9U Outdoor Rackfor enclosure of Fieldswitches& accessories (Make:VAL Rack / TATA TRYNOX / RITTAL) |
| 351 | FO cable,SingleMode,Outdoor, 6 core,true armoured (Singlelength = 2Kmrs) (Make: Molex / Systemax / Dlink) |
| 352 | 24 port LIU, indoor standard, 24 nos.loaded coupler, pigtail, FO core dressingtray (Make: Molex /Systemax / Dlink) |
| 353 | 12 port LIU, indoor standard, 12 nos.loaded coupler, pigtail, FO core dressingtray (Make: Molex / Systemax / Dlink) |
| 354 | Cat6 UTP outdoor cable(Make: Molex / Systemax / Dlink) |
| 355 | Cat 6 Patch Cords 1 Mtr (Make: Molex / Systemax / Dlink) |
| 356 | RJ 45 plug, solid copper, UTP(Make: Molex/ Systemax/ Dlink) |
| 357 | HDPE Pipe 25 mm dia .(Make:ISI standard) |
| 358 | FO duplexpatchcord,singlemode,3 mtrs,SC- SCtype (Make: Molex/Systemax/Dlink) |
| 359 | Layer2 Managed Switch (Gigabit) 24 port PoE+10/100/1000 TX with 4 Nos. 1G SFP port, certification: UL, CUL, FCC, EN, ROHS(Make::Cisco/Extreme/Allied telesis/juniper) |
| 360 | Layer2 Managed Switch (Gigabit) 16 port PoE+10/100/1000 TX with2 Nos. 1G SFP port, certification: UL, CUL, FCC, EN, ROHS(Make: Cisco/Extreme/Allied telesis/juniper) |
| 361 | 27 U Rack for central server room having dimensions of 800(W)X 1000(D) having following components Panel air conditioning -1000W;Vertical Socket strip with 12 nos of 5/15 A Sockets with 2.5 mtr power chord with 32AMCB – 1 nos.; Fan Tray ,Hard were Nut, cable Manager .ry make: Exide / luminous /Amaraja) (Make : Vertiv / Delta / TATA TRYNOX / Scheneider / Rittal) |
| 362 | HDMI cable. |
| 363 | Power point for each rack locationwith 2no 5/15 switch 2 no 5/15 socket .( Make -Legrand/Havells /Hagar ) |
| 364 | Power point for Server Room .Desktop etc with 2no 5/15 switch 2 no 5/15 socket .( Make -Legrand/ Havells /Hagar) |
| 365 | 1 KVA UPS with 30 minuit backup (Make -APC/ Numaric/ Deltron ) |
| 366 | 2 KVA online UPS with 30 minuit backup (Make -APC/Numaric/Deltron ) |
| 367 | 8 way SPN DD DB with 32 incomer + 6X 10 Amp SP MCB .( Make – Legrand/ Havells /Hagar ) |
| 368 | 32 AMP Changeovers. (Make -Legrand / Havells / Hagar ) |
| 369 | 32 Amp MCB with enclosour .( Make -Legrand/ Havells/ Hagar ) |
| 370 | TGP or Bamboo Enclosour. |
| 371 | Camera Angle METAL |
| 372 | G.I or nilon Stay were, clamp etc for hanging of HDPE pipe. |
| 373 | 3 X 2.5armoured multistrand copper cable with GI stay wire for laying including laying and termination( Finolex/ Havells/ Delton/ polycab) |
| 374 | Service |
| 375 | Camera fixing |
| 376 | Installation of 9U OutdoorRack. |
| 377 | Installation of 27 U FloorRack. |
| 378 | FO Cable laying (Pulling) |
| 379 | Splicing. |
| 380 | Cat 6 Cable Pulling . |
| 381 | Rj Crimping . |
| 382 | Laying of 25 mm HDPE Pipe. |
| 383 | Power cable Laying & Board Installation. |
| 384 | Drawing, Documentation & Commissioning of total project |
| 385 | Deputing Engineer on site for day to day operation and backup etc 1 engineer for 3 years |
| 386 | Supply & fitting fixing of new lifting chain at site as per enclosed drawing and sample specification;-i) In center to center = 58mm. ii) Link EN9 plate thk.-8mm. iii) Pin dia = 20mm. of forge steel iv) Roller bush = Seam less pipev) Roller dia.-34mm. & Length-32mm.The cost includes transportation costs, manpower, fitting & fixing scaffolding, tools & plants & heavy chain handling charge etc. to complete the job as per direction of E.I.C. |
| 387 | Supply, installation, testing and commissioning of following items for hoisting system and gear box as mentioned below as per direction including cost of Materials, Machineries ,Manpower, Cutting, Machining, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). |
| 388 | Worm Reducer (Under driven/Over driven).Centre Distance 8\".(Actual required Double reduction gear box, Make- New Allenberry Works , SUMA 7Series Worm gear reducer , ratio = 50:1/70:1 Size=8\" at 750 RPM, out- put shaft extended up to=250 mm and input shaft extended up-to 80mm with key way cutting) |
| 389 | Base frame (MS).(Actual required MS pedestal forfitting fixing of hoisting arrangement of size 590mmx350mm fabricated by ISMC 100 through cutting ,straightening, welding, drilling cost of material.) |
| 390 | Rope Drum. FG 200.(Actual required Cast iron (FG200) rope-drum having P.C.D=225 mm,overall length =170 mm, ID=61 mm and flange 12 mm thick each side, thickness of drum under rope = 50 mm,keyway cutting at both end of the rope drum, two nos keyway at each end having depth of keyway groove=10 mm.) |
| 391 | Plumber Block/Pillow Block/Bearing Housing (FG 400).Actual required ID between66-75 mm (excluding - 6mm thick gun metal bush fitted inside of plumber block) |
| 392 | M.S Manual Operating handles. Actual required crank radius =350 mm |
| 393 | Poul Ratchet Locking Arrangement. |
| 394 | Bush (GM). |
| 395 | Supply of Gear Oil as per direction of Engineer in charge. |
| 396 | Fitting fixing of rope drum hoisting system completely of Dam/Barrage gate, consisting of geared motor/motor, gear box, manual operating system, chain & sprocket, Couplings, braking arrangement, power transmission shafts, spur gears, rope drum, rope, rope clamps, trunion etc part by part completely for trial run of gate as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing of hoisting system, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading, including cost of trial run but excluding supply of spares mentioned earlier. a)Width of Gate shutter size up to 12 metre |
| 397 | Supply & fitting fixing of round strand (steel core/fibre core) steel wire rope (un-galvanised, IWRC) of 6x36 construction of 1960 tensile designation as per IS-2266 (make: Usha Martin, Bharat Wire Ropes ltd or BIS approved makes), rope clamp with D-shackle and fitting fixing of said material with correct alignment and position inclusive of all cost of labour, T&P, scaffolding charges & all other incidental charges as necessary to complete the job in all respect upto the satisfaction of E.I.C.16 mm dia (Steel core). |
| 398 | Dismantling of following items of rope drum hoisting system for replacement by new one as mentioned below as per direction including cost of Materials, Machineries, Manpower, T & P and all overheads with all leads and lifts complete as per specification. |
| 399 | Plumber Block |
| 400 | Rope Clamp |
| 401 | Bush |
| 402 | Shaft |
| 403 | Ratchet Poul Locking Arrangement |
| 404 | Rope |
| 405 | Cost for dismantling different types rubber seal from gate shutter as per direction of E.I.C. The cost includes cost of man power employed for dismantling, hire charges of tools & tackles, scaffolding and safety equipments etc. including carriage loading & unloading.Gate shutter size above 20 sq.m up to 50 Sq.m. |
| 406 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. Above 150 mm. thick. |
| 407 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as perdirection of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formulae. In ground floor and foundation.[using concrete mixture]M25grade(i) With local hard Blackstone variety chips (crusher broken) |
| 408 | Supply and fitting fixing of TATA G.C. Sheet including with all necessary \"J\" hook, nuts, washer etc. to complete the job at site up to satisfaction of E.I.C. |
| 409 | Panting of any steel/iron surfacewith no. of coat of paints as given below ready mixed paint/primer of approved make and brand incl. preparation of surface by sand paper/emery paper, cleaning etc for receiving fresh coat of paint. Painting of steel structure hoisting arrangement all M.S member M.S shaft& M.S joist etc. cost including material cost, manpower etc. to complete the job as per direction of EIC. |
| 410 | i)one coat of red lead / zinc chromate priming |
| 411 | ii)1st coat of aluminium paint over one coat of RO primer |
| 412 | iii) 2nd coat of aluminium paint over 1st coat |
| 413 | Cost for supply & fitting fixing of M.S rollar guide rail as per sample i.e Head of size-66mm wide, 40mm height, Foot size-155mm wide, 10mm thickness at end and 20mm thickness at web end total height-140mm, web thickness-16mm andM.S. embedded steel structure by means of steel section of size ISA100100, ISMC150, Flat 300 and ISA2525 etc. of approved brand to complete the job at site as per direction of E.I.C |
| 414 | Taking out old existing unserviceable damaged gate shutter of Dam/Barrages completely after disengaging from hoisting system completely for installation of new gate shutter. The work includes cutting of gates into suitable pieces by gas cutting, removing the same by mechanical means or suitable crane, stacking all the pieces at the suitable place or as directed by the Engineer in charge up to a lead of 1000 m. The cost includes cost of man power employed for dismantling and cost of consumables like oxygen, acetylene gas, welding rod, hire charges of machineries, like chain pulley block, gas set, grinding machine, welding set, tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading. The cost of complete dismantling of hoisting system & cost of old unserviceable materials handed over to departmental godown including loading & unloading will be provide extra. |
| 415 | Fabrication, Supply, erection and commissioning of new fixed wheel type vertical lift Head regulator service gate/Emergency gate of Dams and Barrages as per IS: 4622 - 2003/Latest Revision consisting of skin plate, vertical and horizontal girder, stiffener etc. made of MS material consisting of angle, channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machineries, Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). |
| 416 | Cost for dismantling old unserviceable roller path/Guide Channel/seal path etc of gate shutter of River/Canal from existing civil structure for replacement as directed by the Engineer-in-charge. The cost includes cost of man power employed for dismantling. Payment will be made as per actual length of roller path / rubber seal path. |
| 417 | Fabrication, Supply, erection and commissioning of embedded parts consisting of seal beam, slide track / roller track, side seal seats , top seal seats and guide path with all accessories for Head regulator radial service gate of dams and barrages made of MS material consisting of angle , channel, beam, plate, flat, etc. conforming to IS : 2062-2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machineries , Manpower, Cutting, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). Remarks: Cost for civil works to be taken from PWD (R) directorate separately. |
| 418 | i) Insert plate welded with J hook |
| 419 | ii) Seal beam |
| 420 | Supply and fabrication of new stainless steel plate/flat (AISI - 304) of suitable size on seal beam / roller track/ slide track/ side seal seats/ top seal seat by welding (SS) as per direction of the Engineer-in-charge including cost of Materials, Machineries, Manpower, Cutting, Aligning, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification. |
| 421 | Supply and fitting fixing of Roller of size OD-300mm, Flange OD-340mm, Flange thickness-22mm, ID-95mm and total thickness-100mm, incorporating withG.M bush OD-95mm, ID-75mm and length-100mm, step-down diameter roller pin of EN-9 metal dia. 75mm, length-130mm at roller fitted end adopted with locking arrangement and extended largepart of length-480mm, dia.-100mm adopted with necessary locking arrangement with the gate shutter stiffeners etc. and greasing port so that maintenance can be done properly port can be locked by means of screw ,Flat head machined screw of size M10x12 made of S.S 8 nos. S.S Plate of size 6mm thickness, Lenght-225mm, Width-100mm and four nos. S.S Bolt of size M8x25 as per direction of Engineer-in-charge to complete. |
| 422 | Surface cleaning of metal surfaces by chemical cleaners and then by hand with emery paper, wire brush and power tool cleaners and removing dust and preparation of surface including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand up to 1 km and all lifts. |
| 423 | Fabrication , Supply, erection and commissioning of new Radial Head Regulator service gate of Dams and Barrages as per IS: 4623 - 2000/Latest Revision consisting of skin plate, vertical, horizontal girder, radial arm and stiffener, trinnion assemblies etc. made of MS material consisting of angle , channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machineries , Manpower, Cutting, Bending, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). |
| 424 | Painting of embedded parts, all types of gates, stop logs and bar screen/gratings etc on prepared surfaces with one coat of inorganic zinc silicate primer (airless s p r a y preferred) 70+/ - 5 micron and two super coats with a total thickness of 300 microns (each 150+/- 5) of solvent less coal tar epoxy paint each coat 150 microns ( total 300 microns) including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts. |
| 425 | Cost for supplying and fitting fixing of Flat rubber seal (Make :Universal Moulders & Engineer/Popular Rubber Works (Pvt)Ltd/SAB Industries/Unique Polymer Works/equivalent approved make conforming to lS: 11855 -2011/Latest Revision) for different types of gate shutter as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nuts and washer. |
| 426 | 65mm x 12 mm. |
| 427 | 65mm x 8 mm. |
| 428 | 100mm x 12 mm. |
| 429 | Cost for supplying and fitting fixing of corner rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique Polymer Works/equivalent approved make conforming to lS : 11855 -2011/Latest Revision) for different types of gate as per direction of E.I.C. The cost includes cost of man power employed for dismantling & fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nuts and washer. a) Rubber Corner Seal size 40Ø 140 X 12 mm |
| 430 | Cost for supplying and fitting fixing of bulb/musical node/J- type rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique Polymer Works/equivelant approved make conforming to lS : 11855 -2011/Latest Revision) for different types of gate as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nuts and washer. hollow bulb: Size- O.D 45Ø, I.D 16Ø flat portion 100 X 16 mm |
| 431 | Cost for supply & fitting fixing of neoprine rubber seal as per specification IS -11855-1986 with M.S Flat of size 50 mm. x 10 mm. , G.I. CS Bolts & Nuts with washer of size dia=1/2\" L=2.5\", araldite for rubber seal corner joint as required rubber seal as given below, the cost includes material cost, welding & drilling cost, hire charges of T & P, transportation, man power etc. to complete the job at site as per direction of E.I.C. |
| 432 | i) Top rubber seal bulb typeof size 50mm. X 22 mm. x 2 sides with centrally hollow 1/3 round portion with 32 mm, thick.as per sample/drawing, 7.062mtr. per gate. |
| 433 | ii) Side rubber seal of hollow bubble musical note type of size flat portion 10 mm. x 80 mm. bubble OD=45, ID=16mm. For side seal as per sample/drawing 5.434mtr. per gate. |
| 434 | iii) Bottom rubber seal flat type W=66mm x 16mm thick 7.062 mtr. per gate. |
| 435 | Testing charges of structural steel material according toIS 2062 - 1999,IS 5620-1985, Testing charges of rubber according to IS : 18555 - 1986,IS:11855-1986 & Testing charges of galvanised steel wire rope according to IS: 2266/2002 Before fitting fixing of all materialto be placed before E.I.C for inspection. All test certificate should be submitted by the firm before fitting fixing test will be made by Govt. approved Lab. |
| 436 | Cost of transportation of materials to the site and shifting the scrap materials to the khatra workshop including loading and unloading at both end etc to complete the job at site as per direction of E.I.C |
| 437 | Oiling greasing of the trunion and guide roller assembly of the barrage/dam gates and regulator gates of canal/rivers by cleaning, checking, greasing /lubricating etc including all charges of man & materials which include refilling of grease and fixing of damaged oil seals & missing nut & bolts, scafolding charges etc to complete the job as per direction of EIC. ( Mobil oil & Grease provided extra.) |
| 438 | Cost for supply & fitting fixing of new turnbuckle as per sample ,Hook dia 6\",hook rod dia 1.5\" screw length 3.75\",6 T.P.I,V thread body O/D 2.625\" L=6.5\" + 1.5\" |
| 439 | Cost for repairing of radial gate shutter of Dam / Barrage including dismentling the damaged portion at lower part (skin plate, horizontal/vertical girder/stiffener etc as per IS : 2062 - 2011 /latest revision) not more than 25% of gate hight from bottom by gas cutting and fitting, fixing and fabricated by welding as per direction including cost of Materials, Machineries , Manpower, Cutting, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). |
| 440 | Seepage Measurement System (V-notch)Supplying and Installation of Water seepage monitoring (V-notch) Range Considering 24 Litre/Second. |
AI Tender Summary
Tender Timeline
Sep 29, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 04, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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