HMC/HWW/P-09/2025-26/03

Dismantling all types of plain cement concrete works, stacking serviceable In ground floor including roof (a) upto 150 mm. thick [Ref : P.W.D.(Bldg.), Page-10, Item No. 01]

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 [Ref : P.W.D.(Bldg) 2017, Page - 1, Item-2(a)]

Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus 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 sidesetc 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 seperately.) a) 75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (ii) Railing with 3 rows. [Ref : UD & MAD (Schedule) 2018, P-3, It - 1.8,a,(ii))

Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, 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). (a) Depth upto 1.5 m.[Ref : UD & MAD (Schedule) 2018, P-2, It - 1.6,a,)

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 [Ref : P.W.D.(Bldg) 2017, Page - 1, Item-3.(a), (c.iv)]

(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) [Ref : P.W.D (Bldg) 2017. Page -2, Item-4(A)]

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand [Ref : P.W.D (Bldg) 2017, Page -14, Item-1]

Supply D.I. pipe K9 (A) 150 mm dia. (Rate accepted from P.H.E Dpt.)

Lowering, D.I. pipe K9 (A) 150 mm dia. [Ref :U.D.M.A.D (W.S), Page-5 , Item No. 2.1.2]

Rubber gasket joints to C.l./D.l. pipes and specials all complete to makes the joint water tight as required hydraulic pressure as per specification and direction of the Engineer-in-charge. 200 mm dia. [Ref :U.D.M.A.D (W.S), Page-8 , Item No. 2.1.5]

Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in-charge. [The rate Includes cost of flange joints] 150mm dia. [Ref :U.D.M.A.D (W.S), Page-17 , Item No. 2.4.1]

Flange joint to C.l./D.l/M.S. pipes and specials including supply of rubber gasket, nuts, bolts, washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-charge. 200mm dia [Ref :U.D.M.A.D (W.S), Page-9 , Item No. 2.1.6]

Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-charge. 200mm dia.[Ref :U.D.M.A.D (W.S), Page-9 , Item No. 2.1.7]

Chamfering the spigot end of C.l./D.l. pipes for fitting with the socket of C.I./D.I. pipes and/or specials in tyton jointed water mains or other wise using electric grinder as per specification and direction of the Engineerin- charge. 200mm dia. [Ref :U.D.M.A.D (W.S), Page-10 , Item No. 2.1.8]

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) 2015, Page-82, It. -6.1]

Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period. [Ref :U.D.M.A.D (W.S), Page-3 , Item No. 1.13]

Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth [Ref: P.W.D (Bldg) 2017, Page - 15, Item.- 7]

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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. [Ref: P.W.D (Bldg) 2017, Page-42, Item No- 36.a]

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. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL [Ref : P.W.D (Bldg) 2017, Page-43, 44 Item No. 40.a.(i).II]

Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety [Ref: P.W.D (Bldg) 2017, Page-25, Item-6(i)] [Analysis Rate]

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 (ii) With 1:4 cement mortar (a) 20 mm thick plaster [Ref : P.W.D.(Bldg) 2017, Page-189 , Item No. 1.ii.(a).(b)]

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.[Ref : P.W.D.(Bldg) 2017, Page- 192, Item No. 15]

Providing lighting arrangements…Etc complete. (Rate accepted by H.M.C)

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 [Ref : P.W.D (Bldg) 2017, Page-12, Item No. 13]

Add GST @ 18%

Add Cess @ 1%