DHUPGURI/APAS/BDO/NIT-015(2 nd call)/2025-26

Earth work in excavation of foundation trenches or drain in all sorts of soil ( Including mixed soil but excluding laterite or sandstone) including removing spreadig or stacking the spils within a lead of 75 m as directed. The iteam including necessary trimming the sides of trenches. Levening, dressing and ramming the bottom bailing out water as required completed. (a)Depth of excavation not exceeding 1500mm.

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 measur-ement of finished quantity of work) (a) With earth obtained from excavation of foundation

(II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety In ground floor (a) 1:3:6 proportion

Hire & labour charges for shuttering with centering & necessary staging upto 4 m using approved stout props & thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting,fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation

Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

Hire and labour charges for shuttering with centering 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 and columns, of works(upto roof of ground) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

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 measur-ement of finished quantity of work) (c) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

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. (ii ) River Bazree

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening & removal of loose rust (if necessary), cutting to requisite length, hooking & bending to correct shape, placing in proper position & binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m

25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3).....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 2 nd 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).[Note: - Waterproofing as per item NO 60,polymer

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.(b) Add extra for each addl. floor over the rate of ground floor (i) up to 4th floor

M.S. structural works in roof trusses with tubular sections conforming to II. Other than 62,759.00 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) (-) Tringle portion vern (-) (-) (-) Sqm SAIL/ TATA/RINL Below Walls Less Door Less M.S Gate selve stand (Iteam no-3 Page -01 of Building Schedule-2018 Corrigenda.) 3.609 35,541.00 1,282.81 (Iteam no- 10 Page -26 of 315 of Building Schedule-2018 Corrigenda.) (Iteam no-15 page - 28 of Building Schedule-2018 Corrigenda.) (Iteam no-1 page - 47 of Building Schedule-2018 Corrigenda.) (Iteam no- 16 page - 16 of Building Schedule-2018 Corrigenda.) (Iteam no- 25-a)-i) page -56 of Building Schedule-2018 Corrigenda.) sitrrup 6 mm @200 C/C IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 8161969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. (Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.) i) For trusses spanning up to 12.00 m

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) i) In Roof :: a) With 0.60 mm thick sheet

Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way :: a) With 0.60 mm thick sheet

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, traightening 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 floorFlash butt welded windows and ventilators (No shop priming will be allowed to facilitate inspection of workmanship)Without integrated grills.(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]

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.

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.(b) 15 mm thick plaster

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Artificial stone in floor,dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface & application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement ii) 25mm thick

Colour washing with any shade with Stainers, as required including cleaning 131,020.00 154,604.00 156,150.00 and smoothening surface thoroughly :(i) Internal surface (All floors) (b) Two coats (on new works only).(i) Other than yellow, pink.

(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

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 other

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. & 1.90 metre above GL & 0.75 metre below GL includingdigging 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-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)