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| 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 as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 3 | (A) Filling in foundation or plinth by fine 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)Do by Fine sand |
| 4 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 5 | Cement concrete with graded stone ballast (40 mm size) excluding shuttering In ground floor and foundation.(a) 1:3:6 proportion |
| 6 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.i)Pakur Variety |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. (a) For works in foundation, basement and uptoroof of ground floor / upto 4m. II. (i)SAIL/TATA/RINL. |
| 8 | 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) (f) 25 mm to 30 mm shuttering without staging in foundation(upto ground floor) |
| 9 | (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work as per decision & direction of Engineer-in-charge.(upto 2nd floor from ground floor) |
| 10 | Brick work with 1st class bricks With cement mortar (1:6) (a) In foundation and plinth |
| 11 | (b) In superstructure, ground floor |
| 12 | 125mm. thickbrickworkwith1st class bricks incementmortar (1:4) in ground floor.(a) In foundation and plinth,superstructure(g.f) |
| 13 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar(a) 20 mm thick plaster Ground Floor |
| 15 | (i) With 1:4 cement mortar(b) 15 mm thick plaster(a) ground floor |
| 16 | (i) With 1:4 cement mortar(c) 10 mm thick plaster ground floor |
| 17 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor:(b) Two Coats |
| 18 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.(Two Coat)a) Normal Acrylic Emulsion |
| 19 | 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. (b) Two Coatsii) Solvent based interior grade Acrylic Primer |
| 20 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coatsi) Luxury Quality |
| 21 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m |
| 22 | Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brandconforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. set in 20 mm thick sand cement mortar (1:4) bed prepared after application of slurry using 1.75Kg of cement per Sqm over the base and 2mm thick cement slurry using cement @2.91Kg./sqm at the back side of the tiles and laid over the mortar bed using 0.2 kg/sqm of White cement used for joint filling with approved pigment 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,Iabour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer) Ground Floor(b) ln Ground FIoor:(size not Iess than 800mmX 800 mm X10.2 mm thick) |
| 23 | Supplying and laying true to line and level Anti-Skid,FullBody,Homogeneous &Granular finish Vitrified Tiles conformingtoIS:15622-2006 & IS4457-2007 and testing shall be made in accordance with IS:13630 [Non-modularsizesfor tiles with Skid resistance>0.5,Mohr\"s hardness>5.0, Staining resistance: Class-1,WaterAbsorption:E35N/sq.mm in Internal area of building e.g.Toilet Block, Passage,Corridor,Accessible OpenTerraceetc.set in 20 mm sand cement mortar (1:4) and 2mm thick cement slurry at backside of tile using cement @2.91Kg./ Sqm orusing Polymerised Adhesive (6mmthick layer applied directly over finished artificial stone floor/Mosaicetc without any backingcourse) laid after application slurryusing 1.75Kg of cement perSqm below mortaronly, joints grouted with admixture of white cement and colouring pigment to match with colouro ftiles/epoxygroutmaterialsofapprovedmakeas directed and removalofwaxcoatingof topsurfaceof tileswithwarmwaterand polishingthetiles usings oftanddryclothuptomirrorfinishcompleteincluding thecostofmaterials,labourandallotherincidentalchargescompletetruetothe manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600mmx600mmx10mm with breaking strength> 1500 N |
| 24 | Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. |
| 25 | 60 mm thick interlocking designer concrete paver block M35 grade for light-traffic zone,commercial & officecomplex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.) (ii) Coloured Decorative |
| 26 | (a)Priming one coat on steel orother metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 27 | (A)Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sandpapering etc. including using of approved putty etc. on the surface, if necessary(b) On steel or other metal surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) |
| 28 | Roofing of Ranigunge pattern tiles 1st class quality(excluding supporting frame work) including tying eaves tiles with galvanised wire and pointing all joints with (b) Cement mortar (1:3) (Cement 0.5Kg/Sq.m) |
| 29 | Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 30 | (a) 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 Gr floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.ground Floor |
| 31 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 32 | Supplying, fitting & fixing granite tiles 10mm to 12mm. thick in columns, wall, facia etc. with 15 thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete.[Using cement slurry at back side of tiles@ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each slab upto 0.2 Sq.m |
| 33 | Ridging of Ranigunge pattern tiled roof of1st class qualityfitted and fixed including the cost of setting and pointing with (b) Cement mortar (1:3) (Cement 0.5Kg/Sq.m) |
| 34 | Supplying, fitting & fixing of laser cuttedfibre reinforced polymer(FRP) sheet of approved material as per specified design along with acrylic sheet in back of the FRP of approved material,FRP sheet will be painted as per specified design drawing and other accessories all complete as per direction of the Engineer-in-charge including cost of all materials, labours. |
| 35 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for Separately) : Gang saw cut stone:30 mm thick Red sand stone |
| 36 | Providing and fixing at or near ground level precast cement concrete in kerbs(size:410mmx310mmxwidth150mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25Grade without reinforcement, fixing asper approved pattern and setting in position at site after preparing the bed gradeand slopes by laying Cement concrete with jhama khoa(1:4:8) as per specification and direction of Engineer-in Chargeincludingfillingof joints with 10mm thick cement morter(3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete |
| 37 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 38 | Supllying, fitting & fixing of Stainless steel bollard og Grade 304, 65NB X 1M height. Wall thickness of the post is 5mm. Top of the bollard should be blanked at the incline of approx. 45 degree considering inclination front to back. The SSDA logo should be distinctly punched in the incline plate when reading from front (Paint or print is not accepted). There should be hook for hanging 2 nos. of chains in each side. The bottom hook should be placed 400mm above the base level and the other one should be placed 450mm from the 1st one. Bottom base plate for fixing the bollard should be 8mm thick, 250mm OD, 4 nos. hole at 90 degree apart considering from front with hole size of 13mm dia at 213mm PCD along with neccesary bolts for fixing the same with all complete as per direction of Engineer-in-charge |
| 39 | Supplying, Fitting & fixing of Stainless steel chain for fitting in the hooks of SS bollard. Chain block size should be identical within the range of 1 to 1.5-inch, SS chain should be made of 304 Grade material as per directin of Engineer-in-charge. |
| 40 | SANITARY & PLUMBING WORKS :- Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in allrespect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) 40mm |
| 41 | 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: (ii) 110 mm. Dia. |
| 42 | B) UPVC Fittings:a) Plain Tee (ii) 110 mm. Dia. |
| 43 | b) Plain Y (ii) 110 mm. Dia. |
| 44 | c) Bend 87.5 degree(ii) 110 mm. Dia. |
| 45 | d) Shoe (ii) 110 mm. Dia. |
| 46 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety. (SAIL/TATA/RINL) |
| 47 | GST, as applicable @ 18% . |
| 48 | Labour welfare cess @1% . |
