Tender For Construction Of Three (03) Storied Administrative Building Under Mogra Division In The Premises Of Pandua Ccc In The District Of Hooghly.
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Bid Submission
09 Sep 2026
17 days left
EMD
4.19 Lakhs
Bank guarantee accepted
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Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
Hooghly → West Bengal
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Not Available
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Not Available
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Project Description
Tender for Construction Of Three (03) Storied Administrative Building Under Mogra Division In The Premises Of Pandua Ccc In The District Of Hooghly.
BOQ
| Sl. No. | Item Description |
| 1 | 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 asrequired complete. (a) Depth of excavation not exceeding 1500 mm. |
| 2 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto3,000 mm. but not requiring shoring. |
| 3 | 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 offoundation. |
| 4 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. |
| 5 | Filling in foundation or plinth by Medium coarse sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity). |
| 6 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a)Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.(i) In ground floor. |
| 7 | (ii) In First Floor |
| 8 | (iii) In Second Floor |
| 9 | (iv) In Third Floor |
| 10 | b) 25 mm to 30 mm thick wooden shuttering as per decision and direction of Engineer- in- charge. i) In Ground Floor |
| 11 | ii) In 1st Floor |
| 12 | ii) In 2nd Floor |
| 13 | iv) In third floor |
| 14 | c) 25 mm to 30 mm shuttering without staging in foundation |
| 15 | d) Hard wood shuttering for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. |
| 16 | Supplying and laying Polythene Sheet (150 gm/sqm) over damp proofcourse or below flooring or roof terracing or in foundation or in foundation trenches. |
| 17 | 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.) |
| 18 | Dismantling all types of masonry excepting cement concrete plain orreinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In Ground Floor including roof. |
| 19 | 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. In Ground Floor |
| 20 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m including stacking ofsteel bars. In ground floor including roof. In Ground Floor |
| 21 | Dismantling carefully terraced floor only (including floor finish if any) or lime terracing in ground floor roof and removing rubbish as directedwithin a lead of 75 m. In Ground Floor including roof |
| 22 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 23 | Single brick flat soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand. |
| 24 | Brick work with 1st class bricks in cement mortar (1:6) (i) In foundation and plinth. |
| 25 | (ii) In superstructure, ground floor |
| 26 | (iii) In First Floor |
| 27 | (iv) In Second Floor |
| 28 | (v) In Third Floor |
| 29 | 125 mm thick brick work with 1st class bricks in cement mortar (1:4) . (i) In ground floor |
| 30 | (ii) In First Floor |
| 31 | (iii) In Second Floor |
| 32 | (iv) In Third Floor |
| 33 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur variety. (i) In Ground Floor |
| 34 | (ii) In First Floor |
| 35 | (iii) In Second Floor |
| 36 | (iv) In Third Floor |
| 37 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, at any flooras per relevant IS codes. Pakur variety |
| 38 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, as perrelevant IS codes. Pakur variety. In Ground Floor (i) In Ground Floor |
| 39 | (ii) In First Floor |
| 40 | (iii) In Second Floor |
| 41 | (iv) In Third Floor |
| 42 | Cement concrete with graded stone ballast (40 mm size excludingshuttering) In ground floor - Pakur variety - 1:3:6 proportion. |
| 43 | 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, basement and upto roof of ground floor / upto 4 m. Tor steel.SAIL/TATA/RINL (i) In Ground Floor |
| 44 | (ii) In First Floor |
| 45 | (iii) In Second Floor |
| 46 | (iv) In Third Floor |
| 47 | Extra rate for using water proofing and plasticising admixture @0.2% by weight of cement (or at manufacturer's specified rate) for concrete ofvarious grades. |
| 48 | (A) 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) |
| 49 | (B) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification |
| 50 | 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).[Exxcluding cost of chipping overconcrete surface.] (A) With 1:6 cement mortar (a) 15 mm. thick plaster. (i)In ground floor |
| 51 | (ii) In First Floor |
| 52 | (iii) In Second Floor |
| 53 | (iv) In Third Floor |
| 54 | (b) 20 mm. thick plaster (i)In ground floor |
| 55 | (ii) In First Floor |
| 56 | (iii) In Second Floor |
| 57 | (iv) In Third Floor |
| 58 | (B) With 1:4 cement mortar (a) 10 mm. thick plaster (i)In ground floor |
| 59 | (ii) In First Floor |
| 60 | (iii) In Second Floor |
| 61 | (iv) In Third Floor |
| 62 | Labour for chipping of concrete surface before taking up plasteringwork. |
| 63 | Making V Groove line (6 mm wide, 6 mm deep) in plastered surface. |
| 64 | Neat cement punning about 1.5 mm thick in wall, dado, window sill,floor etc. Note - Cement 0.152 cum per 100 sqm. |
| 65 | 25 mm thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately). (Chequering not required over concrete or painted surface). |
| 66 | 18 mm to 22 mm thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer-in-charge to match with the existing work. [Slurry for bedding @4.4 kg/sqm and pointing @2.0kg/sqm] |
| 67 | Extra cost of labour for prefinished and premoulded Nosing to treads ofsteps, railing, window sill etc. of Kota Stone. |
| 68 | Extra cost of labour for grinding Kota Stone Floor in treads and riser ofSteps. |
| 69 | Supplying, fitting and fixing 18 mm to 22 mm thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/sqm and forjointing @1.8 kg/sqm] |
| 70 | Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor.With Makrana plain pink/ Adranga Pink/Garbh Gulabi/Udaypur Green/ Black Bhaslana ) (i)Area of each slab/ tile exceeding 0.3 Sq.M but not exceeding 0.6 Sq.M |
| 71 | (ii)Area of each slab/ tile exceeding 0.6 Sq.M but not exceeding 1.00 Sq.M |
| 72 | Supplying fitting and fixing 15 to 18 mm thick Marble slab/Tile in riser of step or skirting (upto 300 mm ht) over 15mm (avg) thick base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/ Sq.m at back side of marble and jointed with white cement slurry @ 2.2 kg/ Sq.m with necessary pigments including grinding and Plain Polishing.(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi /Udaypur Pink / Udaypur green / Black Bhalsana Area of each tile exceeding 0.3sq.m. but not exceeding 0.6 sq.m. |
| 73 | Extra cost of labour for prefinished and premoulded Nosing to treads ofsteps, railing, window sill etc. of Marble Stone. |
| 74 | Extra cost of labour for Marble Stone Floor in treads of Steps |
| 75 | 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 bysynthetic (A) 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. (a) Area of each tile above 0.09 Sq.m/ Other than Coloured Decorative including white. (i) In Ground Floor |
| 76 | (ii) In First Floor |
| 77 | (iii) In Second Floor |
| 78 | Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622 2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth 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). : 600 mm x600mm x10 mm with breaking strength >1500 N(i) In Ground Floor |
| 79 | (ii) In 1st Floor |
| 80 | (iii) In 2nd Floor |
| 81 | 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./Sq.M 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 Sq.M 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 contrr](I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. A) Deep colour and while i) In Ground Floor |
| 82 | ii) In 1st Floor |
| 83 | iii) In 2nd Floor |
| 84 | B) Light colour i) In Ground Floor |
| 85 | ii) In 1st Floor |
| 86 | iii) In 2nd Floor |
| 87 | Supplying, fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866 - 1989 in roof fitted and fixed with 10 mm dia \\"J\\" or \\"L\\" hook, bolts and nuts, limpet and bitumen washers and putty with 150mm end lap and one corrugation minimum side lap complete. 1.6mm +/- 0.2 mm thick sheet.(2.6Kg/Sq.m)( i) Natural white or tinted blue colour |
| 88 | 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:816-1956 & IS:1995 using electrodes of approved make and brand conforming to IS:814-1957, 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. For structural members of specified sections weighing less than22.5 kg/m may be increased allow for bracket, cleat, olishing 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 byth |
| 89 | M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length ofstraight not less than 230 mm) |
| 90 | Supplying 1.5 mm 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 150 mm apart complete in all respect as per design including cost of all labourand materials. |
| 91 | M.S. gate of Jail type as per approved design made of strong MS frame work, intermediate stiffeners and round / square bars or angles. MS sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-In-Charge. In groundfloor. |
| 92 | Locking arrangement for Jail type doors including supplying fitting andfixing in position complete as per approved design. |
| 93 | 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 channels 100 mm apart in fully stretched position 20 mm X 5 mm MS 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. (Payment will be made on the area of the gate covered by two guard rails and two extremechannels) (i) In ground floor. |
| 94 | (ii) In 1st floor. |
| 95 | (iii) In 2nd floor. |
| 96 | Supplying, fitting and fixing steel rolling shutter profile type with 18B.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. |
| 97 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS:1038-1975 and manufactured from rolled steel sections conforming to IS:7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc. including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.In Ground floor. Flash butt welded windows and ventilators. Without integrated grills . (A) Fixed type steel windows as per IS sizes with horizontal glazing bars.(i) In Ground Floor |
| 98 | (ii) In First Floor |
| 99 | (iii) In Second Floor |
| 100 | (iv) In Third Floor |
| 101 | (B) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] (i) In Ground Floor |
| 102 | (ii) In First Floor |
| 103 | (iii) In Second Floor |
| 104 | (iv) In Third Floor |
| 105 | (C) Centre hung ventilators as per IS sizes 580 mm.(i) In Ground Floor |
| 106 | (ii) In First Floor |
| 107 | (iii) In Second Floor |
| 108 | (D) Two point nose steel handle including fitting and fixing. |
| 109 | (E)Steel peg stay 300 mm long including fitting and fixing. |
| 110 | (F) MS integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with MS flats and bars.(i) In Ground Floor |
| 111 | (ii) In First Floor |
| 112 | (iii) In Second Floor |
| 113 | (iv) In Third Floor |
| 114 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. (a) In Ground Floor. |
| 115 | (b) In 1st Floor |
| 116 | (c) In 2nd Floor |
| 117 | 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/Matfinish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 118 | 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 MS clamps. (The quantum should be correted upto three decimals). Sal : Local.(i) In Ground Floor |
| 119 | (ii) In 1st Floor |
| 120 | (iii) In 2nd floor |
| 121 | Supplying fitting and fixing in position approved PVC door frame (Matt finish) made of extruded PVC multichamber hollow section having dimensions 60 mm X 50 mm X 2 mm (+/-0.2 mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40 mm X 20 mm X 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of PVC expandable fastner / wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidentalcharges complete. |
| 122 | Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings . (a) 35mm thick shutters (single leaf) (I) In Ground Floor |
| 123 | (II) First Floor |
| 124 | (II) Second Floor |
| 125 | PVC Door Shutter - 30 mm thick. Supplying fitting and fixing PVC door shutter of approved quality & shade in position, the style & rail of the PVC door shutter will be made of rigid PVC multicavity hollow chamber of 59 mm X 30 mm section with 2.0 mm (+/-0.2 mm) wall thickness. Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or MS galvanised tubular 'L' shaped bracket 100 mm X 200 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm X 30 mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mm X 25 mm with wall thickness of1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring aket / wool pile, floor spring, top pin, handle, tower bolt, glazing clips etc. Payment shall be made for the shutter area only exept where door frame is fixed the entire opening shall be taken to consideration. Payment for door frame sections are to be paid seperately).(i) In Ground floor supplied by the contractor (I) In Ground Floor |
| 126 | (II) In First Floor |
| 127 | (II) In Second Floor |
| 128 | Supplying , fitting and fixing hinge cleat in position excluding the cost hinge and other fiffitngs. with 50 mm iron Butt-hinge Local Sal. |
| 129 | Supplying, fitting and fixing MS clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction. 40 mm X 6 mm, 125 mmLength. |
| 130 | Iron butt hinges of approved quality fitted and fixed with steel screws,with ISI mark. 100 mm X 50 mm X 1.25 mm. |
| 131 | Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm dia rod with centre bolt and round fitting. 300 mm long. |
| 132 | Door stopper. (Brass) |
| 133 | Anodized aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws. 225 mm long X 12 mm diabolt. |
| 134 | Anodised aluminium D-type handle of approved quality manufactured from extruded section conforming to IS specification (IS-230/72) fitted and fixed. With continuous plate base (Hexagonal/Round Rod) Grip 125mm X 12 mm |
| 135 | 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. (In Ground Floor) One Coat Water based interior grade Acrylic Primer |
| 136 | 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. One Coat. (i) In Ground Floor |
| 137 | (ii) In First Floor |
| 138 | (iii) In Second Floor |
| 139 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. (Two Coats) Super Protective 100% Acrylic Emulsion..In Ground Floor (i) In Ground Floor |
| 140 | (ii) In First Floor |
| 141 | (iii) In Second Floor |
| 142 | Priming one coat on steel or other metal surface with synthetic oil boundprimer of approved quality including smoothening surfaces by sand papering etc. |
| 143 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sandpapering etc. |
| 144 | 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 : (a) On timber or plastered surface - With super gloss (hi-gloss) - Twocoats (with any shade except white) |
| 145 | (b) On steel or other metal surface - With super gloss (hi-gloss) - Twocoats (with any shade except white) |
| 146 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty: (Two coats) Standard Quality In Ground Floor |
| 147 | Rendering the surface of walls and ceiling with white cement based wallputty of approved make and brand (1.5 mm thick) |
| 148 | Supplying best Indian figured glass viz. hammered, fluted, ribbed, pinhead etc. type including cutting to required sizes, setting on putty bases and fitted and fixed with nails and putty complete.(In all floors for internal wall & upto 6 m height for external wall) 3 mm thick (Coloured) |
| 149 | Supplying, fitting & fixing C.I Grating (Heavy type). Upto 100 mmsquare or 100 mm dia. |
| 150 | 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. (a) UPVC Pipes : 110 mm dia. |
| 151 | (b) UPVC Fittings : Bend 87.5 degree 110 mm dia. |
| 152 | (c) UPVC Fittings : Plain Tee of 110 mm Dia. |
| 153 | (d) UPVC Fittings : Shoe 110 mm dia. |
| 154 | Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS:732-1983 and IS:1285-1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS:1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer-In-Charge. (Payment will be made on finished length of the work). In 10-12 Micron thickness Annodizing film Natural white Fixed artitions.(A) In 10-12 Micron thickness Annodizing film.(a) Unsupported length of vertical member upto 1.5 m. Height of both ends of vertical member restrained but panels within 0.9 sqm. (i)Top , bottom & side member. |
| 155 | (ii)Intermediate member. |
| 156 | (iii)Glazing clip. |
| 157 | (b) Movable door shutter.(i)Door frame (Top & sides). |
| 158 | (ii) Shutter : Top rail. |
| 159 | (iii) Shutter : Bottom rail. |
| 160 | (iv) Shutter : Lock rail |
| 161 | (v) Door vertical. |
| 162 | (vi) Glazing clip. |
| 163 | (c) 3- track sliding window (i) Bottom Frame |
| 164 | (ii) Top and side frame. |
| 165 | (d) 2- track sliding window (i) Bottom Frame |
| 166 | (ii) Top and side frame. |
| 167 | (e)Shutter for all track sliding window. (i) Bottom & Top member. |
| 168 | (ii) Style Side Member |
| 169 | (iii) Interlock member. |
| 170 | Labour charge for fabrication and installation of composite door,window, partitions made from annodized extruded alloy aluminium sections for the following units :-(A) Partly glazed partly panelled or fully glazed single leaf alunminium swing door made of extruded and annodized alloy aluminium sections, fabrication including cutting to proper shape and size, drilling and aligning, fitted with heavy duty hydraulic action floor sping placed in the floor with mending damages, with top pin assembly of approve make and brand, fitted with in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixtures, adhesives and joineries, cutting glass of approved make to requisite shape and size fitting with dry set neoprene or EPDM gasketing, cutting to requisite shape and size panel board (prelaminated particle block) fixing them with glazing clips as per drawing, specification and direction of Engineer-in-charge. The rate includes the hire charge of all tools and plants, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded alumium sections, glass, panel boards neoprene / EPDM gasket, locking arrangement, weather gasket / wool pile, floor spring, top pin, handle, tower bolt, glazing clips etc. Payment shall be made for the shutter area only exept where door frame is fixed the entire opening shall be taken to consideration. Payment for door frame sections are to be paid seperately).(i) In Ground floor |
| 171 | (ii) In First Floor |
| 172 | (iii) In Second Floor |
| 173 | (B) Partly glazed and partly panelled partition or fixed glazing made of extruded and anodised alloy aluminium sections, fabrications after cutting to proper shape and size, drilling and aligning fitted with inbuilt locking arrangement cutting the glass / board (prelaminated / particle / block) to requisite shape and size moulding the edges fitted and fixed glazing clips and dry set neoprine / EPDM gasket, along with all other necessary arrangements for fixing the partition to walls, floors, beams, columns polysulphide sealant for water proofing if necessary complete in all respect as per drawing and specifications and direction of the Engineer-in-charge. The rate includes the hire charge of all tools and plants, adhesive, joineries such as screw, fastener but excluding the cost of extruded aluminium sections, EPDM gasket, glass, board, glazing clips, locking arrangement etc. For partitions using section of size :63.50 mm X 38.10 mm.(i)In Ground Floor |
| 174 | (ii) In First Floor |
| 175 | (iii) In Second Floor |
| 176 | (C) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers. (a) 3 /4 track sliding window.(i) In Ground floor |
| 177 | (ii) In First Floor |
| 178 | (iii) In Second Floor |
| 179 | (b) 2 track sliding window.(i) In Ground floor |
| 180 | (ii) In First Floor |
| 181 | (iii) In Second Floor |
| 182 | Supplying heavy duty hydraulic double action floor spring along with top pin / set of pivots conforming to IS:6315 or any approved make asper direction of Engineer-in-charge. |
| 183 | Supplying EPDM gusket of approved make and brand as per direction ofEngineer-in-charge. (a) EPDM / weather gasket for outer frame and mullion. |
| 184 | (b) Weather gasket / wool pile for door vertical. |
| 185 | (c) 'U' shaped EPDM gasket for frames. |
| 186 | Wall panelling / partition with Melamine faced 3 layered flat pressed wood particle board of approved make and brand as per direction of Engineer-in-Charge of requisite grade bonded with phenol formaldehyde synthetic resin conforming to IS:848-1974 (excluding the cost of supporting frame work and teak wood battens / lipping) In Ground Floor Prelaminated particle board conforming to IS:3087-1985 and IS:12823-1990. Both side decorative laminate Interior Grade (a)12 mm thick. |
| 187 | (b) 9 mm thick |
| 188 | Supplying PVC rollers for sliding windows as per direction of Engineerin charge. |
| 189 | Supplying maruti lock (100mm) |
| 190 | Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987. (i) 4mm thick coloured / tinted / smoke glass. |
| 191 | (ii) 5mm thick coloured / tinted / smoke glass. |
| 192 | (iii) 10 mm thick clear glass |
| 193 | Supplying& laying 25 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete ifnecessary to be paid separately].Colour Decorative |
| 194 | Supplying, fitting and fixing GI pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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 willbe made seperately) (i) For Exposed Work. 15 mm dia medium quality |
| 195 | (ii) For Exposed Work. 20 mm dia medium quality |
| 196 | (iii) For Exposed Work. 25 mm dia medium quality |
| 197 | (iv) For Exposed Work. 40 mm dia medium quality |
| 198 | (v) For Concealed Work. 15 mm dia medium quality |
| 199 | (vi) For Concealed Work. 20 mm dia medium quality |
| 200 | (vii) For Concealed Work. 25 mm dia medium quality |
| 201 | Supplying, fitting and fixing gunmetal wheel valve of approved brandand make tested to 21 kg per sq. cm. (for water lines only). (i) 40 mm dia. |
| 202 | (ii) 32 mm dia. |
| 203 | (iii) 25 mm dia. |
| 204 | (iv) 20 mm dia. |
| 205 | Supplying, fitting and fixing bib cock or stop cock. (a) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 206 | (b) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similarbrand). |
| 207 | (c)Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). |
| 208 | (d) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar orsimilar). |
| 209 | Supplying, fitting and fixing 10 litre PVC low-down cistern conforming to IS specification with PVC fittings complete, CI brackets includingtwo coats of painting to bracket etc. |
| 210 | Supplying, fitting and fixing white vitreous china best quality approved make Wash basin with C.I. brackets on 75mm X 75mm X 75mm. Wooden blocks, C.P. waste fittings of 32 mm dia, one approved quality brass C.P. pillar cock of 15mm dia, C.P. chain with rubber plug of 30 mm dia, approved quality P.V.C waste pipe with C.P. nut 32mm dia, 900 mm long approved quality P.V.C connection with heavey brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.A) 550 mm. x 400 mm. size |
| 211 | Supplying fitting and fixing stainless steel sink complete with wastefilling & two coats of paining of C.I. brackets.a) Sink Only 630 mm X 550 mm X 180 mm |
| 212 | Supplying,fitting and fixing approved brand PVC Connector whiteflexible, with both ends coupling with heavy brass CP nut, 15 mm dia 750 mm long. |
| 213 | Supplying,fitting and fixing approved brand 32 mm dia PVC waste pipe, with PVC coupling at one end fitted with necessary clamps. 900 mmlong. |
| 214 | Supplying, fitting & fixing approved patent vent cowl ICI conforming to ISS and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will be paid seperately). 100 mm dia. |
| 215 | Supplying, fitting and fixing Closet seat of approved make with lid andC.P. hinges, rubber buffer and brass screws complete. Bestolite (Solid Type White) |
| 216 | Supplying, fitting & fixing yard gully with approved H.C.I. gratingcomplete. 150 mm X 100 mm with 150 mm gratings. |
| 217 | Supply of UPVC pipes (B Type) & fittings conforming to IS 13592-1992.(B) Fittings. Double Y.110 mm |
| 218 | Supplying, fitting and fixing E.W.C. in white glazed vitreous chinawareof approved make complete in position with necessary bolts, nuts etc. (a) With 'P' trap |
| 219 | 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 280mm X 340 mm. |
| 220 | Supplying, fitting and fixing Foot rest for water closet of size 275 mm X125 mm with (b) Porcelain of approved make. |
| 221 | Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paidseperately).(i) 450 mm X 350 mm |
| 222 | Supplying, fitting & fixing Half round channel with or without outlet as required set in cement concrete (1:3:6) with jhama chips complete. (Payment of concrete will be paid seperately). 600 mm X 150 mm.White vitreous chinaware. |
| 223 | Supplying, fitting and fixing 32 mm dia Flush Pipe of approved make with necessary fixing materials and clamps complete. Polythene FlushPipe. |
| 224 | Supplying, fitting & fixing urinal flush pipe fittings of approved brand.C.P urinal flush pipe fitting range of one. |
| 225 | Supplying, fitting & fixing 18 mm thick marble partition slab withchawk doongri marble square cut, both side polished with two front corners rounded and edge polished. |
| 226 | Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per IS:3438-1965 together with brass CP hinges. 600 mm X 450mm. |
| 227 | Supplying, fitting & fixing glass shelf with aluminium guard rails,ordinary type with 5.5 mm sheet glass. 600 mm X 125 mm. |
| 228 | Supplying, fitting and fixing liquid soap container. Fibre glass. |
| 229 | Supplying, fitting and fixing soap holder. Fibre glass. |
| 230 | Supplying, fitting and fixing towel rail with two brackets. CP over Brass25 mm dia and 600 mm long. |
| 231 | Supplying, fitting and fixing shower of approved brand and make. Chromium plated round shower with revolving joint (Equivalent to Code No. 541(N) & Model - Tropical / Sumthing Special of ESSCO orsimilar brand). |
| 232 | 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) (i) PVC Pipes (Dia) 15 mm |
| 233 | (ii) PVC Pipes (Dia) 20 mm |
| 234 | (iii) PVC Pipes (Dia)25 mm |
| 235 | (iv) PVC Pipes (Dia) 32 mm |
| 236 | (v) PVC Pipes (Dia) 40 mm |
| 237 | Supplying PVC water storage tank of approved quality with closed topwith lid (Black) - Multilayer - 1500 litre capacity. |
| 238 | Labour for hoisting plastic water storage tank. Upto 1500 litre capacity.3rd story from GL. |
| 239 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 240 | Supplying, fitting and fixing pillar cock of approved make. CP PillarCock - 15 mm (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 241 | Labour for boring tube well of required dia by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. For depth upto 150 metre for 50 mm dia tube well with top enlargement of 100 mm dia. (i) 80 mm dia boring,etc. |
| 242 | (ii) 100 mm dia boring etc. top enlargement |
| 243 | Supplying high density poliythene strainer of approved make with adopter conforming to l S Specification(i) 80 mm dia |
| 244 | Supply PVC pipes and fittings (medium duty) conforming to ASTMD-178S & threaded to match with G. l. pipes as per IS:1239 (Part-I) (a) PVC pipes (Dia.) (ii) 80 mm. |
| 245 | (iii) 100 mm. |
| 246 | (b) Solvent Cement. |
| 247 | (c) Reducing socket (100 mm. X 80 mm.) |
| 248 | Supply of G.I. pipe of TATA make including sockets. (a) 40 mm dia Medium quality. |
| 249 | (b) 32 mm dia. Medium quality |
| 250 | Supplying, fitting and fixing steel cutter piece upto 450 mm long withsockets. 75 mm dia. |
| 251 | Supplying, fitting and fixing GI cap at top 100 mm |
| 252 | Supplying, fitting and fixing MS socket ring 100 mm |
| 253 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffoldingas required. |
| 254 | Labour for making arrangement for showing verticality test including thecost for hire charges of tools and plants, scafolding, labour etc. all complete. |
| 255 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as perdirection. |
| 256 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-In-Charge including cost of all materials labour and equipment complete. |
| 257 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. |
| 258 | Supplying, fitting and fixing of submersible cable FINOLEX I.S.I mark,size 2.5 sqmm. |
| 259 | Supplying , fitting, fixing Submersible pump 1.5 H.P. & 9 Stage C.R.I./KSB/Kirloskar/Crompton made including supplying , fitting and fixing all accessories like cable, DEL starter panel board with L &T make connector 16 amps. Over load relay with single face preventor off , on switch , 03 nos line fuse, 03 nos. indicator lamps volt meter, push buttons, selector switch amps. Meter with complete and others including procurement and transportation cost of all materials and commissioning the pump by making connection with the supplying main, complete as per direction of Engineer-in charge (including labour charges for lowering down ). |
| 260 | Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt andbinding wire where necessary. |
| 261 | Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete. 10 mm dia 150 mm. |
| 262 | Constructing Inspection pit of inside measurement 600 mm X 600 mm X upto 600 mm (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 complket / wool pile, floor spring, top pin, handle, tower bolt, glazing clips etc. Payment shall be mad |
| 263 | Construction of septic tank of different capacities as per approved drawing with 1st. class brick work in cement mortar (1:4) including two560 mm dia R.C.C. manhole cover (heavy type) of approved make supplied, fitted and fixed in the 100 mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20 mm thick cement plaster (1:4) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (1:4) 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 cket / wool pile, floor spring, top pin, handle, tower bolt, glazing clips etc. Payment shall be made for the shutter area only exept where door frame is fixed the entire opening shall be taken to consideration. Payment for door frame sections are to be paid seperately).(i) In Ground floor supplied by the contractor). : Sizes-300 mm x 300 mm x10 mm with breaking strength > 1200 N.(i) In Ground FloorPayment will be made separetly on the basis of actual height based on relevant I.S.Code. For 30 users With Pakur variety.(SAIL / TATA / RINL) |
| 264 | 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 20 mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15 mm thick cement plaster (1:4) on outer face from top of the well uptoG.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 directiket / wool pile, floor spring, top pin, handle, tower bolt, glazing clips etc. Payment shall be made for the shutter area only exept where door frame is fixed the entire opening shall |
| 265 | Providing and fixing of false ceiling with powder coated exposed G.I. gridsuspension system (E-Grid U-1520 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mm c/c ) consisting of Main Runner 3600 mm long, Cross Tee 1200 mm / 600 mm long and Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter of the wall by steel screws with distance 300mm c/c. The Main Runners to be placed @ 1200 mm. The Cross Tee 1200mm will be inserted in the pre-cut slots of Main Runner at a regular interval of 600 mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X 600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm dia G.I. wire from purlins / soffit. 15mm thick OW Acoustic Board (Mineral Fiber Acoustic Ceiling Tiles) of approved patern and size 595mm X 595mm with NRC value > 0.65 should be placed in the Grid module to form a False Ceiling. All complete as per the drawing & directions of Engineer-in-charge.(E-Grid U-1520 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mm |
| 266 | Supplying & laying in the specific pattern of interlocking concrte block pavements (ICBP) with concrete blocks (woth Concrte grade as specifed as per Table 1 if IS 15658:2006) manufatured from the BIS licensee manufacture, with spacer nib(Small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in beween the paving blocks, as per Cl. No 3.26 of IS:15658) as per Table 2 of IS: 15658with flexural strength/breaking load as per Annexure G of IS: 15658, onthe prepared base course of the specified CBR as per table 1 of IRC SP 63 (2018) of else as mentioned in design and drawing with cushion of compacted bedding sand of 25-35 mm thick( grading of the bedding sand as per cl. 6.5.1 of IRC SP -63) and fuilling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing thje edges with cut blocks as per cl. no. 8.7 of IRC SP 63 (2018) with proper confinement of grading and joint filling sand , compaction , levelling and filling up of the edge gap.60 mm thick Colour |
| 267 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be madeon area of finished work). a) With 0.5 mm thick sheet Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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