| 1 | 1 | Hire and labour charges for 75 mm dia bamboo railing on salbullah or other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade. (Cost of restoration would be paid separately.). (a) 75mm. dia bamboo railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (i) Railing with 4 rows. [Ref: P.W.D (Bldg.), Page - 269, Item.- 1] | | 70 | M |
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| 2 | 2 | Hire and labour charges for steel shoring work (including necessary steel plate walling, MS Joist framing, Joist piling, steel strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). [Ref : P.W.D.(Bldg.), Page-3, Item No.6] | | 243 | M2 |
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| 3 | 3 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal , where continuous flow of water from a source other than natural or ground water in encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Ref : K.M.D.A. (Water supply) 2012, Page-119, It. -13.1] | | 6000 | Hp. Hr |
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| 4 | 4.1 | 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.\n(a) Depth of excavation not exceeding 1,500 mm.\n | | 142 | %Cum |
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| 5 | 4.2 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.\n | | 142 | %Cum |
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| 6 | 4.3 | (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary.[Ref : P.W.D.(Bldg.), Page-1, Item No. 2] | | 142 | %Cum |
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| 7 | 5 | Supply of empty cement bags in good condition .[Ref : P.W.D.(Rds.), Page -325, Item-18.28] | | 1000 | %Nos. |
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| 8 | 6 | Labour for filling up cement bags with sand and placing them up in position including tying and sewing mouth (cost of thread included) and all incidental charges complete but excluding cost of sand and sunny bags.[Ref : P.W.D.(Rds.), Page -325, Item-18.29] | | 1000 | %Nos. |
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| 9 | 7 | Supply of silver sand.[Ref : P.W.D. (Bld.), Page – 300, Item-6.(d )] | | 28 | M3 |
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| 10 | 8 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)\n[Ref : P.W.D.(Bldg.), Page-2, Item No. 4] | | 264 | %Cum |
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| 11 | 9 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.\n[Ref : P.W.D.(Bldg.), Page-14, Item No. 1] | | 190 | Sq.M. |
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| 12 | 10 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering\nIn ground floor and foundation.\n(a) 1:3:6 proportion\n[Ref : P.W.D.(Bldg.), Page-23, Item No. 1] | | 20 | Cu.M. |
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| 13 | 11 | Brick work with 1st class bricks in cement mortar (4:1) (a) In foundation and plinth [Ref : P.W.D.(Bldg.), Page-15, Item No. 7] | | 26 | M3 |
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| 14 | 12 | 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, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)\n[Ref : P.W.D.(Bldg.), Page-42, Item No. 36] | | 54 | Sq.m |
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| 15 | 13 | 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.\n(a) For works in foundation, basement and\nupto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel\n[Ref : P.W.D.(Bldg.), Page-43, Item No. 40] | | 0.5 | M.T.\n |
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| 16 | 14 | 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.\n(i) Pakur Variety\n[Ref : P.W.D.(Bldg.), Page-26, Item No. 10] | | 41 | Cu.M.\n |
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| 17 | 15 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row \n Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (B) 1000 mm dia [Ref : P.W.D.(Rds.), Page-276, Item No. 11.04] | | 20 | Mtr\n |
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| 18 | 16 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (ii) With 4:1 cement mortar. (a) 20 mm. thick plaster. [Ref : P.W.D.(Bldg.), Page-189, Item No. 1] | | 45 | M2 |
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| 19 | 17 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor drain etc. [Ref : P.W.D.(Bldg.), Page-192, Item -15] | | 45 | M2 |
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| 20 | 18 | Supplying,fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame. (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.Cover : 700 mm X 100 mm Frame : 900 mm X 200 mm Weight : 250 kg (approx) [Ref: P.W.D (S & P), Page - 91 Item.- 8] | | 2 | Each |
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| 21 | 19 | Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin-Charge.[Ref: P.W.D (S & P), Page - 124, Item.- 28] | | 300 | Cum. |
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| 22 | 20 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. 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 & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5] [Ref : P.W.D.(Bldg.), Page-286, Item No. 8] | | 108 | M2 |
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| 23 | 21 | GST 12% | | 1 | LS |
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| 24 | 22 | Labour wellfare Cess 1% | | 1 | LS |
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