Tender For Miscellaneous Engineering Works Of Buildings, Sheds, Internal, Drains And Roads Of West Division For A Period Of 2 (Two) Years For The Year 2026-2027 & 2027-2028
Tender Value
2.52 Crore
Estimated cost
Bid Submission
24 Aug 2026
28 days left
EMD
3.52 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Engineering Works Of Buildings, Sheds, Internal, Drains And Roads Of West Division For A Period Of 2 (Two) Years For The Year 2026-2027 & 2027-2028
BOQ
| Sl. No. | Item Description |
| 1 | Part-A: Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated\earth lead upto 50 m and for all lift etc., as required and as directed by Engineer-in- Charge complete. |
| 2 | Earth work in surface excavation in all kinds of soil not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m etc., as required and as directed by Engineer-in- Charge complete. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift etc., as required and as directed by Engineer-in-charge, complete. |
| 4 | Surface dressing in all kinds of soil of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m, as required and as directed by Engineer-in-charge, complete. |
| 5 | Pumping out water caused by springs / tidal / river seepage / broken mains / drains etc., including hire of pump set, operator, man mazdoor, hoses, priming / fuel / consumbales, lead, lift and all incidental works etc., as required and as directed by Engineer-in-charge, complete. |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as required and as directed by Engineer-in-charge, complete. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. All works upto plinth level, as required and as directed by the Engineer-in-charge, complete. All labour and materials.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 11 | Concrete of M-20 grade with minimum cement content of 270 kg /cum |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. All works above plinth and upto floor V level, as required and as directed by the Engineer-in-charge, complete. All labour and materials.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 13 | Concrete of M-20 grade with minimum cement content of 270 kg /cum |
| 14 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 15 | Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more (TMT Bars) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & Above Plinth level etc., as required and as directed by the Engineer-in-charge etc., complete. All labour and materials. |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 17 | Providing and fixing 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 18 | Half brick masonry of Cement mortar 1:4 (1 cement :4 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) etc., as required and as directed by the Engineer-in-charrge complete. All labour and materials. |
| 23 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level Cement mortar 1:6 (1 cement : 6 coarse sand) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 24 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 25 | Providing special repairs to the ceiling of roof slab with anti corrosive coating Nito zinc epoxy primer or equivalent to the exposed reinforcement 1 Kg / 6 Sq.mtrs. and application of bonding agent Nitobond EP or equivalent for bonding the existing cementatious surface at 1 Kg/2-3 Sq.M, and filling the patches with polymer mortar Nitobond AR or equivalent mixed with CM 1:3 at 10 Ltrs/50Kg. Cement after that chemical curing with concure WB or equivalent @ 1 Ltr to area of 5 Sq.M. including necessary scaffolding cleaning exposed reinforcement area etc., as required as directed by the Engineer-in-charge complete. All L&M. |
| 26 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.For the purpose of measurement the entire treated surface will be measured. |
| 27 | Providing sal wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 28 | Providing and fixing Kiln seasoned and chemically treated hollock wood 35 mm thick shutters panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) |
| 29 | Providing and fixing Wedge expansion type Fastener with threaded dia 6 mm hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 30 | Providing and fixing 35 mm thick ISI marked Stainless Steel butt hinges with necessary screws ISI marked flush door shutters conforming to IS : 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 31 | Providing and fixing Kiln seasoned and chemically treated hollock wood 30 mm thick shutters panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (Note:- Butt hinges and necessary screws shall be paid separately) |
| 32 | Providing and fixing second class teak wood beading 62X19 mm fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 33 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 34 | 4.0 mm thick glass panes |
| 35 | 5.5 mm thick glass panes |
| 36 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 37 | Welding by gas or electric plant including transportation of plant at site etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 38 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. All labour and materials. (Cost of aluminium snap beading shall be paid in basic item). |
| 39 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm |
| 40 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 41 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. All labour and materials. |
| 42 | Repairs to rolling shutters such as welding of shaft,etc., greasing repairs of panels, (new one to be provided if old is damaged) and putting the shutter in working condition etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 43 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 44 | Supplying 6mm cement plaster neat cement punning etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 45 | Supplying and fixing pressed ceramic tiles of commercial quality of minimum thickness 8mm for graterthan or equal to 30 X 30 CM and 7mm for less than or equal to 20 X 30 CM size, tiles of commercial quality with water absorption greater than 10% conforming to IS : 15622-2006 of approved pattern, colour and shade, glazed or unglazed tiles for walls and risers of steps laid on a bed of 12 mm thick CM 1:3 including pointing with white or colour cement, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 46 | Cement plaster in fine sand12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 47 | Cement plaster in fine sand 20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 48 | Cement plaster in coarse sand12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 49 | Cement plaster in coarse sand 20 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 50 | Finishing walls with water proofing cement paint of required shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 51 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat |
| 52 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 53 | Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 54 | Painting with synthetic enamel paint One or more coats on old work of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 55 | Applying priming coat With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 56 | White washing with lime to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 57 | Old work (two or more coats) |
| 58 | Old work (one or more coats) |
| 59 | Colour washing such as green, blue or buff to give an even shade on New work (two or more coats) with a base coat of whiting etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 60 | Painting priming coat with white cement ACC/ Birla/ JK brand or equivalent Quality of approved make to walls, ceiling etc. including cleaning the surface, scraping the surface and washing with soap water and including watering etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 61 | Painting priming coat to walls and ceiling surfaces with approved liquid cement primer including cleaning the surface scraping the surface and washing with soap water etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 62 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 63 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 64 | Wall painting Two coats with acrylic(plastic) emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required, to achieve even shade and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 65 | Distempering with 1st quality acrylic distemper (ready mixed) new work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 66 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 67 | 15 mm dia nominal bore |
| 68 | 20 mm dia nominal bore |
| 69 | 25 mm dia nominal bore |
| 70 | Supplying GI Pipe medium grade (as per IS:1239) at site of work incuding transportation, loading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 71 | G.I. pipes 15 mm dia |
| 72 | G.I. pipes 20 mm dia |
| 73 | G.I. pipes 25 mm dia |
| 74 | Supplying and fixing 15 mm dia plastic taps (PVC) of approved make and quality etc., as directed by the EIC with necessary fittings etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 75 | Providing and fixing 20mm nominal bore ball valve (brass) of approved quality, High or lowpressure, with plastic floats etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 76 | Providing & fixing Long pattern W.C Pan of size 580x440 mm white vitreous china water closet squatting pan (Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. |
| 77 | Providing and fixing W.C. pan with ISI marked white solid plastic seat and lid white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 78 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 79 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (i)Single socketed pipes. |
| 80 | 75 mm diameter |
| 81 | 110 mm dia Pipe |
| 82 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 83 | 110 mm dia plain bend 87.5 degrees |
| 84 | 75 mm dia door bend 87.5 Degrees |
| 85 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 86 | Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer in-charge. All labour and materials. (For W.C. and bathroom door shutter) |
| 87 | Supplying of stacking and spreading of moorum or gravel in required thickness etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 88 | Supplying of plain glass of required size at site of work incl.conveyance etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 89 | Float glass panes of nominal thickness 4 mm (weight not less than 10 kg/sqm) |
| 90 | Float glass panes of nominal thickness 5 mm (weight not less than 12.50 kg/sqm) |
| 91 | Supplying of river or gedda sand at site of work including stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 92 | Supplying of bricks at site of work as required and as directed by EIC including all labour and materials. Common burnt clay F.P.S. (non modular) bricks class designation 7.5 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 93 | Supply of 20mm size granite metal as requierd and directed by EIC including all labour and materials etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 94 | Supply of crushed dust as required and as directed by EIC including all labour and materials. |
| 95 | Supply of GI specials of required size at site of work etc., as required and as directed by engineer in charge complete. All labour and materials. |
| 96 | Supply of GI specials ---- clamps 20mm dia |
| 97 | Supply of tap washers for 15mm dia taps |
| 98 | Supply of GI specials ---- 15mm dia unions |
| 99 | Supply of GI specials ---- 15mm dia Tees |
| 100 | Supply of GI Specials ---- 15mm dia Elbow |
| 101 | Supply of GI Specials ---- 15mm dia Sockets |
| 102 | Supply of GI Specials ---- 15mm dia plug dummies |
| 103 | Supply of GI Specials ---- 20 mm dia unions |
| 104 | Supply of GI Specials ---- 20 mm dia tees |
| 105 | Supply of GI Specials ---- 20 mm dia Elbows |
| 106 | Supply of GI Specials ---- 20 mm dia Socktes |
| 107 | Supply of GI Specials ---- 20 mm dia plug dummies |
| 108 | Supply of GI Specials ---- 25mm dia unions |
| 109 | Supply of GI Specials ---- 25mm dia Sockets |
| 110 | Supply of GI Specials ---- Brass float valve set 25mm dia |
| 111 | Supplying of PTMT - Bottle Trap 31/32 mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 112 | Supply of Hydraulic Excavator (3D) with driver and fuel, including cost of service of operating staff, cost of lubricating oil, diesel / petrol / kerosene oil other consumable etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 113 | Supply of Diesel Motor Truck 9 tonne (with POL) for the transportation of all sorts of materials such as sand gravel metal, steel, cement, boulders debris, furniture etc., water supply pumps and motors including fuel charges driver charges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.(payment will be made for number of hrs worked at site only) |
| 114 | Supplying of EX-200 excavator at site of work for excavation /levelling and removing debris as directed by the Engineer In charge with fuel,operator charges, incidental charges hire charges and transporting the equipment to the site of work. All labour and equipment and fuel and spares etc complete. (payment will be made for number of hours worked at site only). |
| 115 | Supplying of EX-60 excavator at site of work for excavation/levelling and removing debris as directed by the EIC with fuel,operator charges,incidental charges hire charges and transporting the equipment to the site of work.All labour and equipment and fuel and spares etc complete. (payment will be made for number of hours worked at site only) |
| 116 | Supplying and stacking good earth etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 117 | Providing water bound macadam sub-base course conforming to IRC standards or MOST specification with grading 1 granite metal (90 mm to 45 mm), graded granite metal screenings 13.2 mm size and binding material moorum or gravel including screening, sorting, spreading to template and consolidation with power road roller of 80 to 100 KN capacity, copious watering etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 118 | Providing water bound macadam base or surface course conforming to IRC standards or MOST specification with grading 2 granite metal (63 mm to 45 mm), graded granite metal screenings 13.2 mm size and binding material moorum or gravel including screening, sorting, spreading to template and consolidation with power road roller of 80-100 KN capacity, copious watering etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 119 | Providing water bound macadam base or surface course conforming to IRC standards or MOST specification with grading 3 granite metal (53 mm to 22.4 mm), graded granite metal screenings 11.2 mm size and binding material moorum or gravel including screening, sorting, spreading to template and consolidation with power road roller of 80-100 KN capacity, copious watering etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 120 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 121 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 122 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 123 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 124 | Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 125 | Demolishing stone rubble masonry In cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 126 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 127 | Raggling of masonry or concrete surface etc., and dispose the debris within a lead of 50 m etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 128 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 129 | G.S. Sheet |
| 130 | Asbestos Cement sheet |
| 131 | Removing old door or window frames along with shutters including dismantling(measurment for existing opening only)and stacking the released materialswith in a lead of 50m and making good the dismantled wall to the original surface etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 132 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ ` 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account). All labour and materials. |
| 133 | Transporting debris / excavated earth within including stacking, loading and unloading and levelling the unloaded materials at a place of unloading etc., as required and as directed by the Engineer-in-charge, complete. |
| 134 | Up to a lead of 1 KM. |
| 135 | Up to a lead of 3 KM. |
| 136 | Up to a lead of 10 KM. |
| 137 | De-siltation of drains including removing silt, slush, pebbles, garbage, iron ore, iron ore fines etc., including removing the sand from under water if existing within a lead of 10 m and lift and transportation of the same after drying up to ½ Km and levelling the same etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 138 | Paving with cement solid blocks of size 40 x 20 x 20 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks. |
| 139 | Supply and stacking at site stone screening 13.2 mm nominal size (Type-A) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 140 | Paving with cement solid blocks of size 30 x 20 x 15 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks. |
| 141 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 142 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 143 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 144 | Casting and supplying of Plain cement concrete machine moulded solid blocks of size 30 x 20 x 15/30x15x20 cm using M-30 grade of concrete (using 400 kg of cement per m3 of finished concrete) using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including supplying super plasticizer of approved brand and mixing the same at 0.25 lit / bag of cement including mixing, depositing in position, vibrating, finishing, curing, transporting them from casting yard to site of work, stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 145 | Paving with cement solid blocks of size 30 x 20 x 20 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller as required and as directed by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks. |
| 146 | Providing and applying tack coat using bitumen emulsion With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 147 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 148 | Supplying of bitumen grade PMB - 40 at site of work including loading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 149 | Supplying of DOZER - 80 HP on hire for dozing the debris / earth at site of work including transportation of dozer to site of work, POL, tools and tackles and crew charges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (Payment will be made for number of Hours worked at site only) |
| 150 | Hire charges of plant and machinery tactor with trolley include cost of services of operating staff , cost of lubricating oil, diesel/kerosene oil,other consumables for running the plants and machinery and excluding GST etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 151 | Hire and operational charges mobile crane including operator fuel etc.,as required and as directed by the Engineer-in-charge complete., All labour and materials. |
| 152 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet conforming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 153 | Supplying and fixing 2/3 weld mesh of 75 x 25 mm size with 5 mm x 3.15 mm dia wire and 1/3 panelled sal wood double leaf door shutters internal or external 35 mm thick as per I.S. 1003 (Part-I) or of approved make including necessary approved oxidized iron fitting such as but hinges, tower bolts, handles, aldrops, door latches, locking arrangements nettle fold screws, bolts, wooden stopper.,s etc., as per standards and as required as directed by the EIC complete all labour and materials but excluding frame work. |
| 154 | Providing and fixing brass 100 mm mortice latch and lock with 6levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 155 | Supplying following structural steel at site of work including transportation etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 156 | M.S. Angels 50 x 50 x 6 mm to 130 x 130 x 12 mm ( IS: 2062) Grade 'A' |
| 157 | M.S. Plates |
| 158 | Welding of mild Steel rails, angles, grills, rods, channels etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 159 | Supplying and fixing 80x1.25 mm M.S. laths with 1.25 mm thick top cover rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed to gether at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 160 | Providing and fixing G.I. tubular gates (double shutters) with 40 mm dia GI Pipes and specials including diagonal pipes and frame welded to approved weld mesh of 75 x 25 mm size (3.15mm x 5mm dia) including painting with one priming coat and two coats of synthetic enamel paint of approved colour and shade (total 3 coats) etc., with locking arrangements, necessary MS flats, Iron pintels etc., including fixing in CC bed blocks as directed with 12mm dia bolts and nuts, and washers etc., as required and as directed by the EIC complete. All labour and materials. |
| 161 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 162 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 163 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 164 | Providing and laying vitrified floor tiles of Size 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 165 | Supplying and stacking 63 mm to 45 mm size of stone aggegate at site etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 166 | Providing and laying in position cement concrete of grade 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 167 | Providing and laying in position cement concrete of grade 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 168 | Plastering to concrete surface with CM 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6mm using 25.5 kg of cement and 0.05 m3 of sand per 10 m2 smooth and even finishing, cleaning the surface, hacking and roughening the concrete surface, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 169 | Painting with synthetic enamel paint Two or more coats on new work of approved brand and manufacture to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 170 | Supply and spreading gravel or moorum for sub-base in layers not exceeding 200mm compacted thickness compaction with power roller to the required density as per IRC at optimum moisture content including hire of roller , operational charges, tool and plants, watering etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 171 | Paving with cement solid blocks of size 40 x 20 x 15 cm including laying the same to the required line and level on a bed of 12.5 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. but excluding cost of 12.5 mm graded granite metal bed and cement concrete blocks. |
| 172 | Paving with cement solid blocks of size 30 x 20 x 15 cm including laying the same to the required line and level on a bed of 12.5 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller as required and as directed by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.5 mm graded granite metal bed and cement concrete blocks. |
| 173 | Removing the muck, spillage material and any other materials on roads, road side berms and over bridges including removing vegetation and in- equalities up to 75 mm depth and disposal of removed material up to a lead of 50 m etc., etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 174 | Providing and fixing pre-painted Gal volume trapezoidal profile roofing sheets with 0.50 mm thickness ,coating .Alu-zinc coating AZ150 GSM . Tensile strength 550 Mpa paint coating : Regular modified polyster painting. Painting thickness (top) : 18to 20 microns , (bottom) :5 to 7 microns sheet width : 1.02 length : maximum 12 meters with regular range colour or as desired by Engineer-in-charge. The sheet shall be fixed using self - drilling/ self tapping screw of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal / vertical or curved surfaces , excluding the cost of purlins , rafters and trusses and including cutting to size and shape wherever required etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 175 | De-siltation of Septic tanks using automatic vacuum loader including removing of sludge, sewage, water etc., and lifting & placing the existing manhole covers (pre cast slabs) including transportation of removed material in a closed container, within a lead of 15 Km and disposing the same at VMC sewage area or and other sewage areas as directed by the EIC including excavation and sludge pits and leveling the same etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 176 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S.tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be tiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with ssential safety features for the workmen etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 177 | Lifting and removing the RCC pre-cast slabs of various sizes over the drains, sub ways, cable ducts, man holes etc., carefully replacing the same in position wherever required without causing damage to the slabs, drains, subways, cable ducts and Manholes etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 178 | Suppy of coloured Vitreous china 10 litre (full flush) capacity controlled low level flushing cistern with all fittings etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 179 | Writing sign boards on walls and concrete surfaces by scraping the existing surfaces, finishing, with approved colour of synthetic enamel paint writing letters of size 150mm to 350mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 180 | Supplying and fixing PVC covers of all sizes for PVC water tanks with necessary PVC hinges locking arrangements etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 181 | Providing and fixing chlorinated polyvinyl chloride (CPVCpipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings . This includes jointing of pipes & fitting etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 182 | 20mm nominal dia pipes. |
| 183 | 25 mm nominal dia pipes. |
| 184 | Wall painting with acrylic(plastic) emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required to achieve even shade and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 185 | One coat |
| 186 | Two coats |
| 187 | Dismantling RCC/PCC to the required lines and levels by using mechanical equipment, cutting bits, fuel , operator charges, tools etc., or any other equpiment machinery and removing the debris with a equppiment machinery the debris with a lead of 50m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 188 | Providing and fixing false ceiling 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre,one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, includingfixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable forboard, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. but excluding the cost of painting. |
| 189 | Transportation of floating matter like garbage polythene bags coconut shells and other foreign materials etc., to GVMC Dumping yard at kapuluppada upto lead of 24 kms whenever required, including loading, unloading and transporting with proper coverage etc., as required and as directged by the Engineer-in-charge,complete.All labour and materials. |
| 190 | Manufacturing, supplying and fixing retro reflective Overhead informatory road signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 191 | Supply of Tata xenon/Bolero/camper dual cabin van or equivalent or higher version non-AC vehicle of make 2018 year or later model with driver for 12 hrs duty on daily basis for shifting of workmen,tools,materials including inspection of various water supply pump houses (excluding cost of fuel and GST) etc., as required and as directed by the Engineer-in-charge complete. |
| 192 | Cost of fuel for hiring of vehicles i.e Tata Xenon/Bolero/camper dual cabin van or equivalent or higher version non-AC vehicle of make 2018 year or later model at 10 km per liter(payment as per the log register) considering 50 KM per day for each vehicles for a period of 2 years etc., as required and as directed by the Engineer-in-charge, complete. |
| 193 | Supply of Coal Bitumen HI-Patch 25kg (coal mix bitumen) bags at site of work etc., as required and as directed by the Engineer-in-charge complete. |
| 194 | Supply of brass mortice latch 100x65 mm with a pair of brass lever handles etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 195 | Part-B:Supply of men. |
| 196 | Supply of First class Artisans such as Carpenter/ Mason / painter / Fitter / Welder etc., as required and as directed by the EIC complete. |
| 197 | Supply of Man Mazdoor / Women Mazdoor / Watchmen, Gangmen / Mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the EIC complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 28 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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