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| 1 | SLNO-1/PWDB-1/ITEM NO-2 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 | SLNO-2/PWDB-1/ITEM NO-3Earth 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 | SLNO-3/PWDB-1/ITEM NO-3 (c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. |
| 4 | SLNO-4/PWDB-14/ITEM NO-1 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | SLNO-5/PWDB-35/ITEM NO-22(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety (a) 1:3:6 proportion |
| 6 | SLNO-6/PWDB-26/ITEM NO-10Ordinary 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. (ii ) River Bazree |
| 7 | SLNO-7/PWDB-44/ITEM NO-40 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of looserust. Cutting to requisite length, hooking and bending to correct shape, placingin proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction a)for works in foundation, basement and up to roof of groundfloor/up to 4mi)tor steel/mild steel.SAIL/TATA /RINL |
| 8 | SLNO-8/PWDB-42/ITEM NO-36Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer -In-Charge. |
| 9 | SLNO-9/PWDB-15/ITEM NO-8Brick work with 1st class bricks in cement mortar (1:6) |
| 10 | SLNO-10/PWDB-16/ITEM NO-16125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor. |
| 11 | SLNO-11/PWDB-64/ITEM NO-35 Supplying, fitting & fixing 1st quality Ceramic tiles in wallsand floors to match with the existing work & 4 nos. of keystones (10mm) fixed with araldite at the back of each tile &finishing the joints with white cement mixed with colouringoxide if required to match the colour of tiles includingroughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) FloorWith Sand Cement Mortar (1:4) 20 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. ii) Other than Coloured decorative including white |
| 12 | (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. a) Area of each tile upto 0.09 Sq.m (ii) Other than Coloured decorative including white |
| 13 | SLNO-12/PWDB-104 /ITEM NO-13(a) M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 14 | SLNO-13/PWDB-189/ITEM NO-1 Plaster (to wall, floor, celling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andracking course,scaffolding/staging where necessary (Ground floor) ii) with 1:4 cement mortarb)15mm thick plaster |
| 15 | SLNO-14/PWDB-100/ITEM NO-2 M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction ofEngineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, consumables suchas electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such aselectricity charges, labour insurance charges etc. |
| 16 | SLNO-15/PWDB-00/ITEM NO-0 Supplying, fitting and fixing single skin colour coated trapeziodal profile fow wall clading, roof shall be made of .45mm BMT( (Base metal Thickness) ( 0.5 mm TCT ( Total coated thickness excluding paint , G550( min .55 yield Strength) of Zinacalume mettalic coating ( IS 15965) withhigh solar Reflecatance Index( SRI) value for better Cooling as per thermal Technology , 1000-1015 mm efective coverwidth with five major corrugation ,28 mm mm high ribbed space at 203 mm c/c with subtule square fluting in the pan and the end rib shsl have anti capillary groove and return lege . The sheet shall be fistened with 40 micron zinc coated or 25 micron zinc-tin alloy coated , bex head , self drillingscrew as per Is 3566-2002 class 3 fastner. the base steelshall be coated with Zinc - alluminium alloyZinccalume ( AZ150) ( i.e.55%AI, 43.4% zINC, 1.6% SI) min.150g/m2 coating tptal on booth side, prep ainted withcolour bond XRW( exterior roofing, walling) paint system of 35micron supper polyster paint (SDP) with stable. inorganic pigment with no lead contents confirming ISI5965. The Sheet shall be free from defects and have brand marking of the manufacturergiving product details on the back of sheet in regular intervel conforming genuinity of the material . i0In roof (a)0.5mm thick sheet. |
| 17 | SLNO-16/PWDB-197/ITEM NO-15Applying decorative cement based paint of approved quality afterpreparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer\"s specification.(iii) Two coats. |
| 18 | SLNO-17/PWDB-200/ITEM NO-1a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.- |
| 19 | SLNO-18/PWDB-200/ITEM NO-2(A) 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 : (b) On steel or other metal surface :With super gloss (hi-gloss) (ii) Two coats (white in shade) |
| 20 | SLNO-19/PWDB-0 /ITEM NO-0Supply fitting &fixing 1 no. aquaguard storage cooler cum purifier including fitting fixing complete. (MODEL: ASGREEN PURE CHILL 80PSSUV, Eureka Forbes Aquaguard Institutional water Cooler-cum-Purifier (in-built) with storage capacity 80 ltrs no of Tap:2) |
| 21 | SLNO-20/PWDB-0 /ITEM NO-0 Cost of Installation of Tube well including connection with storage tank , purifier machine and all other necessary fitting |
| 22 | SLNO-21/PWDB-0 /ITEM NO-0 Supplying of .50HP capacity Centrifugal pumpset ( Havells make model no-MHPASS0X50) |
| 23 | SLNO-22/PWDPBS-37/ITEM NO-6Supply of P.V.C. water storage tank of approved Quality with closed top with lid (Black)-Multilayerb) 1000 litre capacity. |
| 24 | SLNO-23/PWDB-0 /ITEM NO-0 Electrification work (Payament to be made as per voucher) |
| 25 | SLNO-24/PWDR-270/ITEM NO-8.07 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 26 | GST @ 18% |
| 27 | CESS @ 1% |
