Tender For Rehabilitation And Restoration Of Bhairabbanki Barrage And Its Appurtenant Structures Under Kangsabati Project In Right Bank Canal System At Mouza & Village : Jantadumur And Ghuragari, Block- Ranibundh And Raipur, P.S.- Barikul, Dist. - Ba
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09 Sep 2026
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Bank guarantee accepted
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Non-refundable
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Online
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NCB
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Bankura → West Bengal
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Project Description
Tender for Rehabilitation And Restoration Of Bhairabbanki Barrage And Its Appurtenant Structures Under Kangsabati Project In Right Bank Canal System At Mouza & Village : Jantadumur And Ghuragari, Block- Ranibundh And Raipur, P.S.- Barikul, Dist. - Bankura Under The World Bank Assisted Scheme Dam Rehabilitation And Improvement Project, Phase-Ii (Drip-Ii)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Aug-2026 | 1st Corrigendum | Other | 02-Sep-2026 |
| 2 | 10-Aug-2026 | 1st Corrigendum | Other | 09-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | Cutting of branches of trees shrubs and trimming of grass and weeds. Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD. |
| 3 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75 mm) |
| 4 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge. |
| 5 | 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.(II) By Mechanical Means |
| 6 | a) Cement Concrete |
| 7 | b) Reinforced Cement Concrete |
| 8 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 9 | Scraping Plaster in Lime or Cement Mortar from Brick / Stone Masonry as per Technical Specification Clause 202 for Rural Roads of MORD |
| 10 | 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 the adjacent units by 5.6mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion / filter.Stone aggregates of Pakur or Rajmahal or broken stone of North Bengal varieties. |
| 11 | Supplying and laying inverted filter in canal bed, canal slope, weep holes, block pitching etc. as per drawing including preparation of Subgrade etc. complete as per direction of the Engineer-in-charge. |
| 12 | 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.E RCC Grade M25 (i) Height upto 5m I) Using concrete mixer |
| 13 | 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) |
| 14 | 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 C PCC Grade M30 (i) Height upto 5mI) Using concrete mixer |
| 15 | Supply of Silica Fumes (IS: 15388) |
| 16 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. |
| 17 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 MPa and workmanship conforming to clause 2807.6. (40 mm average thickness.) |
| 18 | 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. |
| 19 | Welding by gas / electric plant including transportation of welding plant at site including cutting, forging & drilling to required shape. |
| 20 | Epoxy bonding of new concrete to old concrete |
| 21 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. |
| 22 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.Pakur variety(For Civil & Electro-Mechanical work) |
| 23 | In First FloorPakur variety |
| 24 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.Where staging is not required. |
| 25 | 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. |
| 26 | 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. |
| 27 | 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.A Cement Grout |
| 28 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification. Cement Grout |
| 29 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 30 | Applying epoxy mortar (10 mm nominal thick) over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification |
| 31 | Sealing expansion joint with Elastomeric Polysulphide Sealant of gap size 60mm x 30mm including clearing of the expansion joint thoroughly, mending of edges & surface, placing 50mm dia Backer rod as back up material with the cost of materials, labours & all other incidental charges as per manufacturer’s specification & direction of Engineer-in-Charge. |
| 32 | Precast pierced concrete jally work as per design and manufacturer's specification including moulding etc. with stone chips and necessary reinforcement shuttering complete including fitting, fixing in position in all floors. (a) 50 mm. thick panels |
| 33 | 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 mortar20 mm thick plasterIn Ground Floor |
| 34 | 20 mm thick plasterIn First Floor |
| 35 | 15 mm thick plasterIn Ground Floor(For Civil & Electro-Mechanical work) |
| 36 | 15 mm thick plasterIn First Floor |
| 37 | 10 mm thick plasterIn Ground Floor |
| 38 | 10 mm thick plasterIn First Floor |
| 39 | Repair of RCC Railing Carrying out repair of RCC M30 railing to bring it to the original shape. |
| 40 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor: Two Coat |
| 41 | In Ground Floor: One Coat |
| 42 | In First Floor: One Coat |
| 43 | Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufactures specification and as per direction of the EIC to be applied over acrylic primer as required.In Ground floor (Two Coat)Premium 100% Acrylic Emulsion(For Civil & Electro-Mechanical work) |
| 44 | In First Floor: (Two coat)Premium 100% Acrylic Emulsion |
| 45 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. (b) Two coats |
| 46 | Providing and Painting of structural steel surfaces of bridge members by grit blast cleaning or centrifugal blasting with a suitable abrasive materials like crushed slag in accordance with clause-III of IS 6586 : 1989 immediately before painting , to make the surface free from grease, oil, rust and other foreign materials. The rate includes supply of abrasivesand,fuel, cost of paint including all transportation, lead, lift and labour charges, consumables, tools & plants complete in all respect but exclusive of cost for staging/scaffolding. Painting of approved Zinc-phosphate primer of DFT 65 micron followed by finish coat of Micaceous iron oxide pigmented drying oil type paint of DFT 75 micron. |
| 47 | R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete includingcost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing ofthe first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips |
| 48 | M.S. or W.I. ornamental grill of approved design joints continously welded with M.S. or W.I. flats and bars for windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 49 | In First FloorGrill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 50 | Priming one coat to steel or metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 51 | Priming one coat to timber surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 52 | 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 timber or plastered surface :With Super Gloss (hi gloss)Two coats (with any shade except white) |
| 53 | On steel or other metal surface :With Super Gloss (hi gloss)Two coats ( with any shade except white) |
| 54 | Painting block letters or digits in Black Japan or any approved paint as per direction.b) Size above 2.5 cm. and upto 4 cm.Letters are to be engraved and painted. |
| 55 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 56 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 57 | Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates 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 ) 1.20 metre x 0.90 metre nominal section |
| 58 | 0.90 metre x 0.60 metre nominal section |
| 59 | 0.6 metre x 0.45 metre nominal section |
| 60 | Supplying, fitting, fixing end pieces for rectangular/square/circular sausages at the ends, with 10SWG/8SWGGI wire net of different mesh size stying & sewing the same maintaning a lap langth of 150 mm all around with 12SWGGI 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 |
| 61 | Labour charge for dumping / laying of Laterite / Stone Boulders/ Shingles / Brick Bats, 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-incharge including cost of all accessories and other incidental charges.(a) Boulder 20kg & above where boats are not necessary |
| 62 | 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-incharge.a) Over Jhama Khoa / metal filter/ Geo-textile filter. |
| 63 | Labour charges for collecting loose scattered laterite and 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 |
| 64 | Relaying displaced stone or laterite boulder pitching including dressing, preparing bed with necessary earthwork upto 30 cm depth complete with cost of collection of boulder within a lead of 30 metre. |
| 65 | Supply of stone boulders at site including cost of materials, loading, unloading and carrage and including all incidental charges like royalty complite (Royalty cartificat in original from concerned authority are to be submitted along with the bill.Boulder 30 / 45 Kg. |
| 66 | Caulking joints of laterite / stone boulder or Brick pitching with cement mortar 1:4 and flush pointing as per direction of the Engineer-in-charge.Stone / laterite boulder pitching |
| 67 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing /welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge.(Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. |
| 68 | 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 bothways 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 of Beyond 500 metre and upto 1.00 km |
| 69 | 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 (soft or hard) by manual means. |
| 70 | Upto 3 m depth.(i) With pumping out water including shoring as required. |
| 71 | 3 m to 6 m depth(i) With pumping out water including shoring as required. |
| 72 | Reinforced Cement Concrete Crash Barrier (For new Bridge construction) Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified. |
| 73 | Detailed topographical & hydrographical survey of various Rivers/ khals/ Drainage Channels/ Canals/ Dam/ Reservoirs/ Beels etc. using higher precision instruments like DGPS/RTK/TOTAL STATION for land survey, ADCP/ECO-SOUNDER for water body survey etc. along with total geo-referencing (X-Y-Z) alignment and plotting on Google earth / arcGIS based map for taking cross sections, Long section of Drainage Channels/ Khals/ Rivers (extending each cross section upto 50 m from toe of country side at both side banks) w.r.t. nearest known Ground control point (G.C.P.)/ Great trigonometrical survey (G.T.S.), including additional cross sections (both U/S & D/S) at the points of bridges, regulators, cross drain, inlets, tributaries, branch channels, drains, out channels from pump houses, important structures etc., including additional cross sections at adjacent outfall point of these Drainage Channels/ Khals/ Rivers into other river for 250 mtr U/S & 250m D/S of that outfall point and showing detailed topography plan of all permanent & temporarily features like roads, canal, bridges, park, culvert boundary wall, electric post, transformer etc. as available within the area, also including preparation of survey plan showing the location of topo point of FRL/ G. L./ Bed Level/ Berm Level/ HFL/ LWL/ Free-board/ Pond/ depressions/ road etc. with appropriate R.L. and open area/ green area/ total ground coverage/ nature of land for maintaining in the drawing with suitable scale, true north & relevant photographs etc. as per direction & satisfaction of E.I.C. complete in all respect. The cross section interval shall be fixed as & when required as per direction of E.I.C. Raw data for mathematical modeling (in specified format as per direction of concerned authority) of survey work will also be submitted in time to time during working day.Note: (i) The rate is inclusive of all incidental charges like all type carriage, engagement of manpower & instruments/ equipment. Motor boat/ Power driven boat with manpower if required. Data processing integrated software etc. as applicable to complete to work in all respect but the rate is exclusive of all taxes.Cross section Width 250.0 m to 1000.0 m and Cross-section interval of 30m to 120m C/C along river/ khal/ drainage channel etc.Upto 5.00 Km. |
| 74 | Submission of report comprising detail drawings, volume calculation of sitt deposited (if required) in bom soft copy (in DWG/AutoCAD, Microsoft excel, Pdf & KMZ/KML format & must be geo-referenced i.e. (X-Y-Z) & hard copy (six sets) in the form of index map, topographic site plan, Contour plan, cross sections, long sections etc. of Channels/ Khals/ Rivers etc. showing all important features with min suitable scale, true north and relevant photographs etc. as pre direction of E.I.C. complete in all respect. All Survey raw data and total report in the form of soft copy in pen driver (at least 32GB memory) will also be submitted as direction of EIC. |
| 75 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg). |
| 76 | 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). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag. |
| 77 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 78 | Supplying Eucalyptus bullah at site including sizing and sharpening one end and dressing the other end for driving (bigger diameter above specified size if supplied shall be paid at the rate of specified diameter Measurement of diameter of bullah will be at 1/3rd from the thicker end and without bark) including loading, unloading, carriage at site complete.15.00 cm. Av. Diameter. |
| 79 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. 15 cm av. diameter |
| 80 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus. |
| 81 | 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. |
| 82 | 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 up to 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipment 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 1metre X 1metre X 1metre. Where boats are not necessary. |
| 83 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double RowProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (D) 1000 mm dia |
| 84 | 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 pipe |
| 85 | 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. Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 86 | Taking out bullah wailing pieces after removing nuts, bolts and iron nails and stacking the same within 150 metre from the site of work including sorting out and stacking serviceable materials. |
| 87 | Taking out Jhaw / Eucalyptus piles from river bed or from elsewhere including carrying, stacking materials in the nearest stack yard.Up to 17.5 cm. diameter |
| 88 | 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. |
| 89 | 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. |
| 90 | Water Bound Macadam Sub Base Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : |
| 91 | 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. |
| 92 | Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.Rubble Stone Masonry in Cement Mortar |
| 93 | Supplying, Hot Rolled Non-Alloy Steel Sheet piling, Z-Type or U-Type with Larssen Interlock as per EN 10248-1:1996 & EN 10248-2:1996, Steel name S430GP & number 1.0523 (both as per EN-I0027), Classification Quality Steel (QS) as per EN 10020 having minimum yield strength of 430 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:Specification:- Range of minimum thickness (excluding tolerance) at any part in mm (t min) 8.50 ≤ t ≤ 9.50 Range of Mass (Kg / sqm) (M) 105.00 ≤ M ≤ 120.00 Range of Elastic Modulus (cm3) (E) 1600 ≤ E ≤ 2200 |
| 94 | Driving Non alloy steel / M.S. sheet piles of any kind of approved type and size conforming to I.S : 2314-1986 / EN 10248-1&2 in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer 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, craping 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 EIC but excluding the cost of sheet piles. N.B. 1. Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length. |
| 95 | 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.Pakur variety (For Civil & Electro-Mechanical work) |
| 96 | In First Floor.Pakur variety |
| 97 | 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. |
| 98 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.RCC Grade M30Using concrete mixer |
| 99 | Plain / Reinforced Cement Concrete in Sub-structure 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 F RCC Grade M30(i) Height up to 5m I) Using concrete mixer |
| 100 | (ii) Height 5m to 10m I) Using concrete mixer |
| 101 | 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.C RCC Grade M 30I) Using concrete mixer(i) For solid slab super-structure,b) Height upto 5m |
| 102 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation 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) |
| 103 | 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) |
| 104 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 105 | Drainage Spouts in Superstructure including providing drip moldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works. |
| 106 | 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. |
| 107 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 rnm. true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 rnrn. leaving adequate space between vertical post for expansion, complete as per MoRT&H standard drawing no SD/202 and technical specifications. |
| 108 | Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application.(i) 150mm internal dia. |
| 109 | Neat cement punning about 1.5mm thick in wall, dado, window |
| 110 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.D RCC Grade M25I) Using concrete mixer |
| 111 | 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) |
| 112 | Providing Chute drains 250 x 300 mm (inside dimensions) across Embankment Slopes in approaches of Bridges and on horizontal curves consists of earthwork in excavation for foundations of structures as per drawings and technical specifications Clause 307 for Rural Roads of MORD including setting out construction of shoring and bracing deleterious matter, dressings of sides and bottom and backfilling with approved material (By manual means), Plain Cement Concrete (1:2:4), 125 mm thick Brick Masonry followed by 20 mm thick plastering (1:4) and 75 mm thick Coping with M-20 Concrete on top of the Chute Walls as per specification, drawing and direction of the Engineer-in-Charge. |
| 113 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) |
| 114 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.Upto 150 mm. thick |
| 115 | Above 150 mm. thick(For Electro-Mechanical work) |
| 116 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75m. Including stacking of steel bars.In ground floor including roof. |
| 117 | Scraping of moss, blisters etc. thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) |
| 118 | Removing old scales, blisters etc. of interior surface of walls, ceiling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (asnecessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge). |
| 119 | Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately)Upto area 2.5 Sq.m |
| 120 | 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 exceding upto 1500 mm.(For Civil & Electro-Mechanical work) |
| 121 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)With earth obtained from excavation of foundation. |
| 122 | Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) 1981. (Mode of measurment will be per Sq.m of plan area of plinth treated.) |
| 123 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)(For Civil & Electro-Mechanical work) |
| 124 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] |
| 125 | Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hardwood 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.(For Civil & Electro-Mechanical work) |
| 126 | In First Floor |
| 127 | Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.In Ground Floor |
| 128 | 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.For works in foundation and upto roof of ground floor/upto 4 mTor steel/Mild Steel I. SAIL/ TATA/RINLIn Ground Floor(For Civil & Electro-Mechanical work) |
| 129 | In First floor |
| 130 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 131 | Extra rate for using water proofing and plasticising admixture @ 0.20 % by weight of cement (or at manufacture's specified rate) for concrete of various grades. |
| 132 | Brick work with 1-st class bricks in cement mortar (1:4)In foundation and plinth |
| 133 | In Superstructure , Ground Floor (For Civil & Electro-Mechanical work) |
| 134 | In Superstructure , First Floor |
| 135 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. In Ground Floor: |
| 136 | In First Floor: |
| 137 | Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.) |
| 138 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no 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.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 139 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. For trusses spanning up to 12.00 m |
| 140 | Suppling, fitting and fixing single skin color coated trapezoidal profile for wall cladding, Roof shall be made of 0.45mm BMT ( Base Metal Thickness ) (0.50mm TCT ( Total coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metallic coating (IS15965) with high Solar Reflectance Index (SRI) value for better colling as per thermatech technology ,1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg .The steel sheet shall be fastened with 40 micron zinc coated or 25 micron zinc-tin alloy coated , hex head, self -drilling screw as per IS 3566-2002 Class 3 fastener.The base steel shall be coated with zinc-aluminium alloy Zincalume ( AZ150 )(i.e. 55% Al, 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-painted with colorbond XRW ( xterior roofing, walling ) paint system of 35 micron Super Durable Polyester paint ( SDP ) with stable inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand marking of the manufacturer giving product details on the back of the sheet at regular interval confirming genuinity of the material.In Roof:- a) With 0.5 mm thick sheet |
| 141 | Supplying fitting and fixing door frame with M.S. angle as per drawing & direction of required section. The holes for counter sunk machine screw & nuts will be such as to fit 8 to 10 mm Iron screw. The counter sunk nut to be welded. The nuts are to be welded after careful checking with screw. All welding spots should be properly filed or rounded smooth including cost of welding hinges for hinge cleats, lugs for hasp bolt, socket bolt etc. and necessary M.S. clamps of 25mm x 6mm flat 225mm long as per direction welded to the frame fitted and fixed in position excluding cost of concrete. |
| 142 | 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. |
| 143 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx). |
| 144 | Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. |
| 145 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussetes, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.In ground floor |
| 146 | Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design. |
| 147 | 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 exluding cost of concrete, Iron Butt Hinges and M.S clamps. SAL : LocalGround floor |
| 148 | SAL : LocalIn First Floor |
| 149 | Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places bothways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor.35 mm thick shutters (single leaf)In Ground Floor |
| 150 | 35 mm thick shutters (single leaf)In First Floor |
| 151 | Providing and fixing of factory made uPVC Sliding window (White Colour) complete, (Uvalue=1.9-1.3W/m2K, flame resistant, self extinguishing, lead free) comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm (±0.2mm) duly reinforced with G.I. section 1.6mm (±0.2mm), wherever required. All corners of frame and sash will be fusion welded. After placing 5mm Clear Annealed glass in the sash, uPVC glazing bead, interlock, EPDM gasket, brush shall be provided including touch lock and rollers & proper drainage systems hall be provided. Window frame will be fixed to the wall with 100mm long and 8mm dia. Fasteners and after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per as per approved drawing & direction of Engineer-In-Charge. (Note: Profile manufacturer &Window Manufacturer must be one & same, Only manufacturer Waranty is aceptable)a) 2 Track 2 Sash window frame of size 67x54mm & Sash of size 64x47mm both having wall thickness of 2.3 ± 0.2 mm |
| 152 | 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 (ii) 25 mm. thick |
| 153 | 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 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 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) |
| 154 | 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.Light ColourIn Ground Floor |
| 155 | Light Colour In First Floor |
| 156 | With Polymerised Adhesive [6 mm thick] & epoxy grouting materials for filling joints including spacer-2 mm [Applied directly over finished artificial stone floor/ mosaic etc.]Light Colour |
| 157 | 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.Wall With 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.Area of each tile above 0.09 Sq.mColoured decorative |
| 158 | In Ground Floor |
| 159 | In First Floor |
| 160 | Rendering the surface of walls and ceiling with white cement based wall putty of approved make (thickness not less than 1.5 mm.)Ground Floor |
| 161 | In First Floor |
| 162 | Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer’s specification and direction of Engineer-in-Charge. |
| 163 | Supplying, Fitting & Fixing 30 mm thick both side prelaminated Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.In Ground floor |
| 164 | In First Floor |
| 165 | Collapsible gate with 40 mm. X 40 mm. X 6 mm. tee as top and bottom guide rail 20 mm X 10 mm X 2 mm vertical channel 100 mm apart in fully streched osition 20 mm X 5 mm M.S. flats as collapsible bracings properly rivetted and washered including 38 mm. steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc and making good damages complete. |
| 166 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. Two coatSolvent based interior grade Acrylic primer. |
| 167 | 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) Standard Quality |
| 168 | Supplying, fitting & fixing granite slabs 15mm to18mm. thick with uniform texture & without decorative veins in columns, wall, facia, rise etc. with 15mm thick [avg] cemen tmortar (1:2) including making suitable arrangements to hold the stones properly by brass/copper hooks including pointing in cement mortar (1:2) (1white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each Granite slab 0.6 to 1.0 Square meter.In First Floor |
| 169 | Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laid and jointed with necessary adhesive Cement mortar (1:2) including grinding or polishing as per direction of Engineer-in -Charge.Slab thickness 20 to 25 mm.In First Floor |
| 170 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to 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 materails (Spun Yarn, Valamoid / Bitumen / M-Seal etc) complete.UPVC Pipes:110 mm. Dia. |
| 171 | UPVC Fittings:Plain Tee110 mm. Dia. |
| 172 | Bend 87.5 degree110 mm. Dia. |
| 173 | Shoe110 mm. Dia. |
| 174 | Brass hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.250mm long. |
| 175 | Supplying, fitting & fixing M.S. clamp for fixing door and window frames, end bifurcated including cutting brick work, fixing in cement Conc.with stone chips (4:2:1) fitted and fixed as per direction and mending all damages complete.40 mm X 6 mm. 200 mm length |
| 176 | Anodised aluminium barrel/ tower / socket bolt (full covered) of approved quality manufactured from extruded section conforming to IS: 204/74 fitted and fixed with cadmium cadmium screws.200mm long x 10mm dia. bolt. |
| 177 | (300mm long x 10mm dia. bolt. |
| 178 | Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S.205/66) and fitted and fixed with cadmium plated screws.100 x 63 x 3.2mm. |
| 179 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:125 mm grip x 10 mm dia rod. |
| 180 | Door stopper (Brass) |
| 181 | Supplying, fitting and fixing Fan Hook for ceiling with 1 metre long 16mm. dia rod complete including mending damages. Payment for damage and repair to be made separately. |
| 182 | Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required) |
| 183 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)For Exposed Work25 mm |
| 184 | 40 mm |
| 185 | 50 mm |
| 186 | For concealed work 15 mm |
| 187 | 25 mm |
| 188 | Supplying, fitting and fixing shower of approved brand and make.Chromium plated Rose shower with revolving joint and 150 mm long shower arm (Equivalent to Code No. 5489 & Model - Florentine of Jaquar or similar brand). |
| 189 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).40 mm |
| 190 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).25 mm |
| 191 | Supplying, fitting and fixing bib cock or stop cock.Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar). |
| 192 | Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). |
| 193 | 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. |
| 194 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer1500 litre capacity |
| 195 | Labour for hoisting plastic water storage tank.Upto 1500 litre capacity.Upto 1st story from G.L. |
| 196 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 197 | Supplying, fitting and fixing 15 mm swan neck tap with left & right hand operating nob with aerator (Equivalent to Code No. 510, 510(A) and Model - TROPICAL / SUMTHING SPECIAL of ESSCO or similar brand). |
| 198 | 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.550 mm X 400 mm size |
| 199 | Supplying, fitting and fixing pedestal of approved make for wash basin (white) |
| 200 | Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets.630 mm X 550 mm X 180 mm |
| 201 | Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.600 mm long |
| 202 | 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 |
| 203 | Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With 'P' trap |
| 204 | Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.E.W.C.Plastic (hallow type) white |
| 205 | Supplying, fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.Polythene Flush Pipe |
| 206 | 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.470 mm X 280 mm X 340 mm |
| 207 | Supplying, fitting and fixing urinal flush pipe fittings of approved brand.C.P. urinal flush pipe fittings range of one |
| 208 | Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm |
| 209 | Supplying, fitting and fixing glass shelf with aluminium guard rails.Ordinary type with 5.5 mm sheet glass450 mm X 125 mm |
| 210 | Supplying, fitting and fixing soap holder. PTMT(Prayag or equivalent) |
| 211 | Supplying, fitting and fixing towel rail with two brackets.C.P. over brass25 mm dia. and 750 mm long |
| 212 | 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.With Pakur variety. (SAIL/TATA/RINL) |
| 213 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials.For 20 users With Pakur variety. (SAIL/TATA/RINL) |
| 214 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.With Pakur variety. (SAIL/TATA/RINL) |
| 215 | Supplying, fitting & fixing Aluminium domical grating.100 mm |
| 216 | Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.For depth upto 250 metre for 100 mm dia. Tube well with top enlargement upto 200 mm dia. (upto 50 metre). |
| 217 | First 50 metre |
| 218 | Next 50 metre |
| 219 | Next 50 metre |
| 220 | Supply and delivery of UPVC Cap.150 mm dia. /100 mm dia. |
| 221 | Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. |
| 222 | Collecting sample of water for bactrological and chemical test from any depth at any type during execution of work including hire and labour charges for tools and plants and sterilizing the equipments, paying all charges and fees, testing etc. complete in all respect.(Test should be done through PHE Depttl. Laboratory). |
| 223 | Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). |
| 224 | PVC Pipes (Dia) 100 mm |
| 225 | PVC Pipes (Dia) 150 mm |
| 226 | PVC reducing socket of I.S.I marked including all necessary jointing materials supplied fitted and fixed complete of 150 mm X 100 mm diaReducing Socket (mm X mm) 150 X 100 mm |
| 227 | Supply PVC strainer of approved make with adapter conforming to I.S. 12818 specification100 mm dia |
| 228 | Packing the annular space between the outside of the tubewell pipes and strainers and the bore with pea size washed gravel of approved quality having size from 2mm. to 5mm. or the size approved by the E.I.C. including cost of all materials labour and equipment complete. |
| 229 | Washing and development of tube well with air compressor pump and engine for 8 hours continuous pumping per day with necessary arrangement for testing yield in GPH with \\"V\\" notch including hire and labour for tools and plants and scaffolding as required complete in all respect. NOTE :- Initial 6 Mtr. of annular space between the housing pipe and the bore should not be shrouded with pea size gravel to avoid contamination with surface water. |
| 230 | Supply and delivery of Bentonite Powder conforming to IS 6186 : 1986. |
| 231 | Electro-logging charge. |
| 232 | Dismantling old existing damaged wirings, Electrical Accessories ie switch board, main switch, ceiling rose etc |
| 233 | Electrician |
| 234 | Electrician Helper |
| 235 | Supplying and fixing Sheet steel Main Switches on flat iron frame on wall 240V DP with fuse on L&N standard make 30/32A |
| 236 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection.DP, 40A, L&T make |
| 237 | 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 |
| 238 | L&T make: 2+2 way Enclosure (LTSD04N) |
| 239 | L&T make: 2+6 way Enclosure (LTSD08N) |
| 240 | L&T make: 2+10 way Enclosure (LTSD14N) |
| 241 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection |
| 242 | SP, L&T make, 6-32A |
| 243 | 4P, L&T make, 6-32A |
| 244 | Supply of 3 pole power contactor type ML 1.5, 25A current rating |
| 245 | 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 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. necy. connections and making earthing attachment and mending good damages to building works [PVC casing-capping on surface and Switch board both on surface]Average run 6 mtr |
| 246 | 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. |
| 247 | 2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) |
| 248 | 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) |
| 249 | 2 x 56/0.3 (4 sqmm) + 1 x 22/0.3 (1.5 sqmm) |
| 250 | 2x84/0.3 (6 sqmm) + 1x56/0.3 (4 sqmm) as ECC |
| 251 | Supply & Fixing Socket type fan regulator (Step type) (Brand approved by EIC) on existing sheet metal switch board with bakelite/perspex top cover by screw after making housing for regulator knob by cutting bakelite/perspex top cover incl. making necy. connections etc |
| 252 | 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 |
| 253 | Supply & Fixing 240 V, 6A, plug socket with separate 6 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. |
| 254 | 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 |
| 255 | Supply and Installation of Split type room air conditioning machine of following tonnage capacity 3 star rating fifled with rotary crompresser 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.1.5 Ton (Make : Hitachi) 3 star non-inverter type |
| 256 | Supply & Fixing 240 V, 20 A plug socket (Brand approved by EIC), without plug top and switch, on existing sheet metal switch board with bakelite/perspex top cover by screws after making housing for combined plug switch by cutting bakelite/perspex top cover and making necy. connections with PVC wire and earth continuity wire etc |
| 257 | Supply & Fixing 240 V, 25 A, Modular type starter (Brand approved by EIC) with 25A Modular switch type DP MCB (CCurve) and 4 Module GI Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 258 | Supply & fitting fixing of V- Guard VND 400 Voltage Stabilizer for 1.5/2 Ton AC (150V-290V) with suitable arrengements as require. |
| 259 | Supplying of approved make high speed ceiling fan (ISI marked) of following sizes having double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts, 900mm/ 1050mm/ 1200mm, USHA(Striker) MAKE. |
| 260 | Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by 2x1.5 sqmm flexible copper wire. |
| 261 | Supply TMC501 Conventional industrial baflen Philips LEDtube, model no : TMC 501 P 1xT-LED 22W P3241 with 1no Mas LEDtube 1200mm 18W865 T8 I - 2100lm including necessary connection. |
| 262 | Supply TMC501 Conventional industrial batten Philips LEDtube, model no : TMC 501 P 2xT-LED 22W P3242 with 2nos Mas LEDtube 1200mm 18W865 T8 I - 2100lm including necessary connection, |
| 263 | Supplying of different types of LED lamps Havells make, NU Bulb Plus 9W 865 B22 3 Star Rate has taken from |
| 264 | Fixing only lamp |
| 265 | Supplying of approved make exhaust fan heavy duty with mounting frame, blades AC 230-250. 150mm sweep RPM 90011400(6\\"), EPC/Crompton, |
| 266 | Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter: 23 cm (9\\") |
| 267 | Supply installation testing and commissioning of following capacity geyser 5 star rated storage water heater with advanced 3 level safety For 15L-capacity |
| 268 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables. For 2 core upto 6 sqmm, |
| 269 | 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, 2 core 06 sqmm cable |
| 270 | 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.250 x 250 x 100mm |
| 271 | Supply and fixing of smart bright street light (36 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/Surya, 36 watt, |
| 272 | Supply of KSB Single Phase 1.5 HP Submersible Pump Set CORA 2C/18 CORA 100+ LX PLUS |
| 273 | Supply and delivery of direct on line ( DOL) strater panel boardconfonning to ISl3947 and IEC 947 of suitable HP rating for operation in 230V (+ I }yo) AC , single phase , 50Hzl+5yo) comprising of ammeter, voltnreter, thermal overload relay, 2 pole magnetic contactor with in built water Ievel control, under voltage protection, irrdicating lamp. capacitors, on/off push buttons including 5 way connector, wiring with l/1,5 sq. mm PVC insLrlated copper wire. powder coated vermitr proof box of following capacities:-1.5 H.P. (Relay Range 9-14 Amp.) |
| 274 | Liftng manually the old damaged submersible pump and installing new submercible pump of capacity 1.5 HP by proper lowering without damaging the bore portion including all cost of labour and tools and tackles etc as per direction of EIC |
| 275 | Supply only 3 core 2.5 sqmm flat PVC insulated copper cable ( make polycab/approved brand) as per direction of EIC |
| 276 | 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), |
| 277 | Hiring charges for scaffolding arrangement including dismantling at the end of work and carriage, for LC installation, per storey of building per vertical run, |
| 278 | 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, |
| 279 | 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, |
| 280 | 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, |
| 281 | Supply and installation of Polyvinylidene Fluoride coated Aluminium Composite Panel board (3mm) of Aludecor / Alstone size (as per drawing)to be made such a manner that it can be opened towards up direction for taking maintenance |
| 282 | S&F of Acrylic letter scripted in English/Bengali. size and matter of letter as per approved drawing by EIC, front side of the letter to be made 6mm thick imported (White- 0.40) uv stabilized excellent to self display. Make- Acast, Mitsubishi, all letter will be raised minimum 2\\" to be fixed by special type of solution. ( total sqm of Each letter is to be measused based on its front surface area), |
| 283 | S&F LED lamp incl. best quality LED lighting arrangement to be fixed by proper arrangement with complete connection. (1 module contain 3 nos LED, 0.5W Each), |
| 284 | S&F Water proof power supply system IP65, output volatge 12V/24V DC, 50/60Hz frequency, 108 to 305 VAC power supply, >.95 power factor for LED lamp. 200 Watt, Model ELG 200 , (Make: Meanwell), |
| 285 | 26 Gauge Galvanized iron sheet for back panel with one coating of white paint, Make - Aarti / Bansal/Jindal, |
| 286 | Supply, fixing, testing & commissioning 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 |
| 287 | 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,415V 200A dim of Cu busbar 4 x 20x5mm |
| 288 | Supply of moving iron type analog AC ammeter (accuracy class 1.5), model-SMI-96 of following range |
| 289 | 0 to 200A |
| 290 | 0 to 100A |
| 291 | Supply of indoor tape insulated ring type low tension current transformer of following rating |
| 292 | 200/5A 15VA, Cl 1.0 |
| 293 | 100/5A 15VA, Cl 1.0 |
| 294 | Supply of ammeter selector switch Current in Each phase with OFF, 4 Pos. 90° angle of throw (OFF-R-Y-B) |
| 295 | Supply of 0 to 600V range moving iron type analog AC voltmeter (accuracy class 1.5), model-SMI-96 |
| 296 | Supply of voltmeter selector switch Votage between phases with OFF, 4 Pos. 90° angle of throw (OFF-RY-YB-BR) |
| 297 | Supply of 22.5 mm Hole Dia Mushroom Type Push Buflon switch |
| 298 | Supply of 22.5 mm dia LED indicating lamps |
| 299 | Supply of 2.5 sqmm.'FR' stranded copper wire |
| 300 | Fixing only Voltmeter/Ammeter/Energy meter etc with screws & other fixing materials incl. making necessary holes and connections, |
| 301 | Supplying and fixing 415V, TPN on load front operated Changeover switch open execution type in SS enclosure/cubical with nuts bolts etc MAKE L&T 200A |
| 302 | Supplying and fixing 415V, TPN SFU open execution in existing SS enclosure/cubical with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating. |
| 303 | MAKE L&T 100A |
| 304 | MAKE L&T 63A |
| 305 | SUPPLYING OF FOLLOWING XLPE INSULATED ALUMINUM CONDUCTOR ARMORED CABLES OF 1.1KV GRADE AS PER IS 7098 (PART 1) 1988 WITH UP TO DATE AMENDMENTS. |
| 306 | 4C 120 SQMM |
| 307 | 4C 50 SQMM |
| 308 | 4C 25 SQMM |
| 309 | 4C 16 SQMM |
| 310 | 4C 10 SQMM |
| 311 | 2 CORE 6 SQMM |
| 312 | Supplying swaged and welded steel tubular pole of following specifications as per IS 2317: 1980)9m length, 108Kg, 410-SP-27 |
| 313 | Supply of double arm bracket made of 40mm dia 1.5 meter long |
| 314 | Supply of single arm bracket made of 40mm dia 1.0 meter long |
| 315 | Supply and fixing of smart bright essential street light (70 Wafl) 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, 72 wafl |
| 316 | Supply and fixing of philips Soft Glow Office compliant fully diHused recessed mounted 2'X2' false ceiling based LED light including connection by 1.5 sq mm cu wire.Make : Philips 36 Wafl |
| 317 | Supply and fixing of LED Bollard (10watt) complete with all accessories. Make: Havells, 10 watt/ any equivalent approved make.Make : Havells, 10 wafl |
| 318 | Supply and fixing of Town Glow Post Top IP66/IK10 Post Top lantern with symmetric Light distribution complete with all accessories to be fixed on suitable pole (Approx 3mtr) incl. bolts and nuts incl making drilled holes etc to fixing up the landscape lighting pole complete.Make : Philips, 50 watt, |
| 319 | 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, a) Upto 9.0 mtr. long pole |
| 320 | (i) One coat of red lead/Zinc chromate priming |
| 321 | (ii) 1st coat of synthetic enamel paint over the primer |
| 322 | (iii) 2nd coat of synthetic enamel paint over the 1st coat |
| 323 | 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 , 250 x 250 x 100mm |
| 324 | 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 |
| 325 | For 4C 120 SQMM |
| 326 | For 4C 50 SQMM |
| 327 | For 4C 25 SQMM |
| 328 | For 4C 16 SQMM |
| 329 | 2 CORE 6 SQMM |
| 330 | 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 |
| 331 | For 4C 120 SQMM |
| 332 | For 4C 50 SQMM |
| 333 | For 4C 25 SQMM |
| 334 | For 4C 16 SQMM |
| 335 | 2 CORE 6 SQMM |
| 336 | Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed |
| 337 | Laying of one No. cable above 35 sqmm and upto 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 |
| 338 | 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, |
| 339 | 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 |
| 340 | Supplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required , 50 mm dia |
| 341 | Laying only Cable upto 50 sqmm through existing RCC/Hume / GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core |
| 342 | Connecting the equipments body to earth busbar including S &F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl.drilling holes, with bolts, nuts, washers etc. |
| 343 | Excavation of soil for installation of Earth Electrode and filling & ramming for Morrum Soil |
| 344 | 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 make TATA-Medium GI pipe. |
| 345 | 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. |
| 346 | 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.No. 6 SWG |
| 347 | Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe |
| 348 | Extra for treatment of soil by using salt & charcoal or coke for plate electrode |
| 349 | CCTV Surveillance systemPTZ Camera 2MP 100 to 120 Mtr iR (Make: Honeywell/Hikvision/Samsung) |
| 350 | CCTV Surveillance systemFixed Bullet Camera 4 mp 50 to 60 Mtr iR (Make: Honeywell/Hikvision/ Samsung) |
| 351 | CCTV Surveillance systemSony/LG 43\\"/Hikvision LED-Ultrafine Smart Monitor UHD 4K IPS Panel monitor. |
| 352 | STORAGESurvialliance HDD 8 TB Seagate(Make: WD/Toshiba/Hikvision) |
| 353 | STORAGE20/24 Channel NVR - 1 SATA (Make: Honeywell/Hikvision/Samsung) |
| 354 | NETWORK ITEMTP-Link 16 Port POE Switch and 2 SFP |
| 355 | NETWORK ITEMTP-Link 8 Port POE Switch and 2 SFP |
| 356 | NETWORK ITEMTP-Link/D'link/Cisco 1G SFP Module |
| 357 | NETWORK ITEMSchneider/D'link/D-ink RJ45 CONNECTOR |
| 358 | CABLEDigisol OFC Single Mode 6 Core |
| 359 | CABLEPolcab 3 Core 1.5 SQ. MM Cu Armoued Power Cable |
| 360 | CABLESchneider/D'link/Digisol Cat6 UTP Cable 305 Mtr. |
| 361 | ONLINE UPS 1KVA Online UPS for Control Room with 1 Hour Backup APC Make KC 1000 VA with battery ( inbuild) |
| 362 | ACCESSORIESRack 9U Wallmount 600 x 600 Full Loaded at Control Room (Make: Netrack/VAL/Schneider) |
| 363 | ACCESSORIESOutdoor 4U Rack Pole Mount Full Loaded - (Make: Netrack/VAL/Schneider) |
| 364 | ACCESSORIESDigisol/D'link/Schneider Rackmount LIU 12 Port Full Loaded |
| 365 | ACCESSORIESDigisol/D'link/Schneider LIU full Loaded for Outdoor Pole (6 port) |
| 366 | ACCESSORIESISI PVC Pipe 25mm with others accessories |
| 367 | ACCESSORIESHDPE Pipe 32mm with others accessories |
| 368 | ACCESSORIESJunction Box with 16A DP MCB |
| 369 | ACCESSORIES16A Power Sokect for Outdoor Junction Box |
| 370 | ACCESSORIESFixing of Camera with Pole Mount Bracket |
| 371 | WORKSTATIONDesktop spec: ci7@14gen, 16gb DDR5 ram, 1 tb NVMe ssd, 22\\" LED, Keyboard, Mouse, Windows 11 prof,SMPS(gigabit) |
| 372 | INSTALLATIONUndergrouond Digging through Soft Soil Cable Laying Charges |
| 373 | INSTALLATIONUndergrouond Digging through Hard Soil Cable Laying Charges |
| 374 | INSTALLATIONSplicing Charges |
| 375 | INSTALLATIONCat6 UTP, OFC & Power Cable Laying Charges |
| 376 | OPERATION & MAINTENANCEOne Time SITC and 1st Year operation of the CCTV Surveillance system installed at Tarafeni Barrage Area including providing the broad band internet facilities for remote access.Operation through skilled Engineering manpower. (01 no / day for 365 days ). |
| 377 | OPERATION & MAINTENANCEAnnual operation & maintenance for 2nd, 3rd, 4th & 5th year by providing a trained engineer, and Comprehensive warranty for CCTV Surveillance system along with accessories, installed at Tarafeni Barrage Area. This includes replacement of materials & consumables including the the broad band internet facilities for remote access.O & M through skilled Engineering manpower. (01 no / day for 365 days ). |
| 378 | Supply, installation & commissioning of 45KVA 3-Ph,415V,50Hz, CPCB-IV+ approved DG set (Mahindra Make DG set) Class-H, Number of cylinder -3 with full tank oil etc or Equivalent. |
| 379 | Supply and fitting, fixing on wall with GI bracket of fire extingusher 6 kg ABC powder type (stored pressure ), (make ECO FIRE) as per direction of EIC. |
| 380 | Supplying of cage frame and installation of the same made by Suitable section and all hot deep galvanized cover MS and fastened by nuts and bolts and side covered with M.S round bar/Sq. bar with the structural members including lapping & setting by MS flat including cost of galvanized MS, cost of drill hole for fixing nuts&bolts, , cost of labour , hire charges of T&P, transportation cost etc to complete the job as per direction of EIC. by following materials: (This item may be used for repairing of existing damaged cage frame) |
| 381 | a) Galvanized MS materials |
| 382 | b) G.I. Sheet (0.5mm thick) fitting fixing with necessary materials |
| 383 | Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface(a) One coat |
| 384 | 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.) |
| 385 | Testing charges of structural steel material according to IS 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 material to 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. |
| 386 | Material supplying, Manufacturing, and erection (with employing hydra crane or otherwise) of steel structure that includes trestle bridge, cage frame of operation gallery, canopy, pedestal, structural frame etc. made of different rolled MS section(angle, channel, beam, plate of required size) confirms to IS 2062:2011, IS808:1989 by cutting/sizing (no gas cutting allowed, only machine cutting allowed) as per required length obtainable from full scale drawing, straightening, drilling, bolting, welding, grinding, finishing complete as per approved drawing and direction of Engineer-in charge. Cost includes, designing and drawing, supply of material, manufacturing at mechanical workshop, carriage(including local handling at site), erection at site including assembling and in situ fabrication work and all overhead cost |
| 387 | 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 horizantal grider, 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, Machinaries , Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). |
| 388 | 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. |
| 389 | Fabrication , Supply, erraction and commissioning of embeded 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, Machinaries , 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 seperatly. |
| 390 | i) Insert plate welded with J hook |
| 391 | ii) Seal beam |
| 392 | Supplying, fitting & fixing of screw rod having square thread of 1.5/2 T.P.I, Material bright steel [EN‐8/EN9/forged Cl‐4 (45C8) as per IS :1875 1992/latest Revision]. dia and thread length as required and providing with a drilled hole of required dia on the other end after flattened and supplying with one no.bolt and nut of required size and all other components as required as per direction of Engineer‐In ‐ Charge. The cost includes cost of material, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries,tools&tackles,grease,mobil etc including carriage loading & unloading as per direction of Engineer in charge.upto lengthabove 3metre upto 5 metre. |
| 393 | Fabrication,Supply,erection and commissioning of new Slide type vertical lift regulator service gates of Canal/River as per IS:5620-2000/Latest Revision consisting of skin plate,vertical and horizantal grider,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,Machinaries,Manpower,Cutting,Aligning,drilling,Welding,Finishing,Consumables,Carriages and all overheads with all leads and lifts complete as per specification (with out painting).Width of Gate shuteer size above 2 metre |
| 394 | Supplying, fitting & fixing of cast iron pedestal stool of suitable size, conforming to I.S 210 of latest revision and as per approved drawing, & direction of Engineer in charge. The cost includes cost of materials,manpower employed for dismantling and fitting fixing,civil works consumables like cutting tools,anchor bolt of required size,hire charges of machineries,like lathe/shaping machine, grinding machine, drilling machine, tools & tackles etc including carriage loading & unloading. |
| 395 | Supplying, fitting & fixing of screw hoisting arangement made of C.I. bottom plate , top plate,coller (free from any casting defects)with necessary holes on base plate and top plate to accomodate thrust bearing of suitable size as per approved drawing & design and as per direction of Engineer in charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing, consumables like cutting tools, bolt & nuts of required size, hire charges of machineries, like lathe/shaping machine, grinding machine, drilling machine,tools & tackle sets including carriage loading & unloading but excluding the cost of lifting Nut/Bush, thrust bearing & wheel supplied seperately. |
| 396 | Supply of bearings.Bearing no.51216 (SKF)(Thrust bearing) |
| 397 | Supplying, fitting & fixing of C.I wheel in the screw hoisting system for lifting or lowering the draw shutter. The wheel consisting of suitable size hub to accomodate any size of G.M/C.I nut, rim dia 32mm and four nos arm made of minor dia 30mm. & major dia 36mm rod complete or as per approved drawing & direction of the Engineer‐in‐charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing, consumables like cutting tools, welding rod, hire charges of machineries, like lathe machine, grinding machine, tools & tackles etc including carriage loading & unloading. Upto 60 cm. dia. Cast Iron wheel |
| 398 | Supplying, fitting & fixing Gun Metal Nut as per requirement having 1.5/2 T.P.I square thread for screw gearing arrangement, perfectly metting with the screw rod/gear rod for lifting the draw shutter as per direction of E.I.C. The cost includes cost of materials, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles etc including carriage loading & unloading. |
| 399 | Supplying, fitting & fixing of top runner by supplying, fitting and fixing of new Mild Steel Channel conforming to IS : 2062 ‐2011/latest revision with necessary Mild Steel lugs of required length and size by making hole into top of the civil structure and fixing with necessry masonery work with maintaining proper line and level as directed by the Engineer-in‐charge. The cost includes cost of materials, man power employed, cost of m.s materials, cost of civil works along with two coats of epoxy paint over two coats of zinc rich primer. |
| 400 | 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 |
| 401 | Controlled Cement concrete with well graded stone chips (20mm nominal size) excluding shuttering and reinforcement with complete design of concrete asper 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 300Kg 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 25 Grade (i) Pakur Variety |
| 402 | Panting of any steel/iron surface with 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 ete. cost including material cost, manpower etc. to complete the job as per direction of E.I.C. |
| 403 | i)one coat of red lead / zinc chromate priming |
| 404 | ii)1st coat of aluminium paint over one coat of RO primer min |
| 405 | iii) 2nd coat of aluminium paint over 1st coat |
| 406 | Taking out old existing unservicable 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 upto a lead of 1000 m. The cost includes cost of man power employed for dismantling and cost of consumables like oxygen, accetylene 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 unservisable materials handed over to departmental godown including loading & unloading will be provied extra.Gate shuteer size upto 10 Sq.m |
| 407 | 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, Machinaries , Manpower, Cutting, Aligning, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification. |
| 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 | Surface cleaning of metal surfaces by chemical cleaners and then by hand with emary 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 upto 1 km and all lifts. |
| 410 | Painting of embedded parts, all types of gates, stoplogs and barscreen/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 solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts. |
| 411 | Painting hoist structural components, tressle bridge ,crane, lifting beam, cat work bridge and other similar structure on prepared surfaces with two coats of zinc phosphate primer (airless spray preferred) 40 microns/coat and one coat 65+/-5 micron of alkyd based micaccous iron oxide paint followed by two coats of synthetic enamel paint 25microns/coat including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts. |
| 412 | 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 shuteer size above 20 sq.m upto 50 Sq.m |
| 413 | Cost for supplying and fitting fixing of Flat 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 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.100 x 12 mm. |
| 414 | Cost for supply & fitting fixing of neoprine rubber seal as per specification IS -11855-1986.MS flat of size 50 mm x 10 mm,G.I. C.S Nuts & bolts with washer of size dia.=1/2\\", L=2.5\\". Aralite for rubber seal corner joint as required for all 3no gates for Tarafeni head regulator gate .Size of rubber seal as given below;- The cost including all material cost, manpower cost, scaffolding hire charge etc. to complete the job at site as per direction of E.I.C. |
| 415 | Top rubber seal as per sample, solid bubble stem type |
| 416 | ii) Side rubber seal L type |
| 417 | iii) Bottom rubber seal flat type |
| 418 | 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. solid bulb : size- 40Ø 175mm x12mm |
| 419 | CHEQUERED PLATE 10mm thick Make : SAIL/TATA/JINDAL. Above 4mm thickness |
| 420 | Cost for repairing of radial gate shutter of Dam / Barrage including dismentling the damaged portion at lower part (skin plate, horizental/vertical girder/stifner 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, Machinaries , Manpower, Cutting, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). |
| 421 | 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)Turnbuckle (MS) as per sample specification: i) hook dia=6\\" ii) hook rod dia=1.5\\" iii) screw length=3.75\\", 6TPI & V thread body iv) outer dia=2.625\\" & Total length=6.5\\"+ 1.5\\" |
| 422 | Supply & fitting fixing of new lifting chain at site as per enclosed drawing & sample specification: i) in-between center to center = 66.67mm ii) Link EN9 plate thickness = 11.11mm iii) Pin dia= 19.05mm of forged steel iv) Roller bush= Seam less pipe v) Roller dia=34.92mm & Length=38.1mm. The cost includes transportation cost, manpower, fitting & fixing, scaffolding, tools & plants & heavy chain handling charges etc. to complete the job as per direction of EIC. |
| 423 | Oiling greasing of the load roller and guide roller assembly of the barrage/dam gate and head regulator gates of dam/barragesby cleaning, checking, greasing /lubricating etc including all charges of man & materials which include refilling of grease excluding supply 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.) Width of Gate shutter size upto 9 metre. |
| 424 | Supply, installation, testing and commisioning of following items for hoisting system and gear box as mentioned below as per direction including cost of Materials, Machinaries , Manpower, Cutting, Machining, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). Guide Roller/Load Roller (C.S) |
| 425 | Supplying of M.S flat for clamping Rubber seal with hole as per direction of EIC. |
| 426 | Supplying of M.S bolts with nut for clamping Rubber seal as per direction of EIC. |
| 427 | Servicing & maintenance of winch M/C i.e. cleaning the gears, plummer block including bearings , rope drum etc with the help of Kerosine, jute, cloth, sand paper, emery paper etc, application of grease, mobil oil in the bearings of plummerblockfor proper lubricating and supply and fitting, fixing of damaged oil seals & missing Nut & Bolts etc. to complete the job at site as per direction of Engineer in charge. |
| 428 | Supply and fitting fixing of foot mounted Optimax geared motor of size R83ZDB 100L-4BS suitable for 2.2 KW at 36RPM, 415(+,-) 10% Volt, 50(+,-)5% Hz. Class F Insulation, IP-55 Protection 150 starts per hour 45 Degree Centigrade Amb. Tem, DOL starts & fitted with manual release arrangement. |
| 429 | Cost for supply and fitting fixing of Jaw type C.S clutch coupling of size OD-120mm, ID-50mm, L-180mm, accommoded with suitable splined shaft ( size dia.-50mm ) including operating handle and lever arrangement complete as per direction of E.I.C |
| 430 | Cost for supply & fitting fixing of shaft-of size (diameter) =40 mm, length = 500 mm made up by forged steel C-45, IS-1570, with two nos keyway cutting at required position having depth of keyway groove=5 mm. width-10mm as per drawing at site and up to satisfaction of E.I.C. |
| 431 | Cost for supply & fitting fixing of shaft-of size (diameter) =50 mm, length = 500 mm made up by forged steel C-45, IS-1570, with keyway and splined cutting at required position of the shaft, having depth of keyway splined groove=5 mm as per drawing at site and up to satisfaction of E.I.C. |
| 432 | Cost for manufacturing, supply and fitting fixing of CI plumber block make with SKF- bearing no-3208 ATN9, ID=40mm to accommodate 40mm dia shaft Including oil seal. |
| 433 | Cost for manufacturing, supply and fitting fixing of CI plumber block make with SKF- bearing no-3210 ATN9, ID=50mm to accommodate 50 mm dia shaft Including oil seal. |
| 434 | Cost for supply & fitting fixing of C.S double strand IS. No. 10B series chain sprocket of size P.C.D-117mm. OD-125mm. ID-40mm. At site up to satisfaction of E.I.C. |
| 435 | Cost for supply & fitting fixing of C.S double strand IS. No. 10B series chain sprocket of size P.C.D-157mm. OD-165mm. ID-40mm. At site up to satisfaction of E.I.C. |
| 436 | Cost for supply & fitting fixing of C.S double strand IS. No. 10B series chain sprocket of size P.C.D-157mm. OD-165mm. ID-50mm. At site up to satisfaction of E.I.C. |
| 437 | Cost for supply and fitting fixing of double strand IS. No. 10B series RENOLD make chain to be fitted in two pair of chain sprocket shaft to shaft distance about 0.75m and 1.2m and P.C.D of two pair of sprocket are 157mm &157mm and 157mm &117mm total 4.3m length including all necessary fixure to complete the job at site as per direction of E.I.C |
| 438 | Supplying of insulated 2.5 sq.mm 'FR' stranded copper wire |
| 439 | S.I.T.C of Desktop 13th Generation Intel® Core™ i5 processor,FreeDOS, 8 GB DDR4,512 GB SSD Hard drive, Intel® UHD Graphics, 125 Wired Keyboard, optical mouse, FHD Monitor 19.9inch & above,UPS 600 230V Operating system 11pro. HP/Dell Make including transportation cost. |
| 440 | Supplying and fitting fixing of Limit Switch with digital display unit of approved make including testing, commissioning the upper limit and lower limit functioning appropriatly to complete the job at site up to satisfaction of E.I.C. |
| 441 | INSTRUMENTATIONAutomatic Optical LevelLEICA IP 57 with Compensator Setting Accuracy 0.3 second (LEICA NA324) |
| 442 | INSTRUMENTATIONElectronic Total StationSokkia Dual Axis Laser Based Electronic Total Station (IM 55) |
| 443 | INSTRUMENTATIONDesktop: Make Dell / Hp. Intel core i5 processor @ 13th generation, 16 gb ram, 512 gb M.2 NVMe, 22\\" led, keyboard & optical mouse, Windows 11 professional, Quickheal antivirus, 3 years onsite warranty. |
| 444 | INSTRUMENTATIONPrinter: Canon MFM model MF 272dw with 1 year warranty. |
| 445 | INSTRUMENTATIONUPS: Microtek Legend with 2 years warranty Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 02, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 09, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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