84/SDRF/MTG/25-26/1st, 05.01.26

Item. No 3(a) /Page- 10 of 315 ( Building Works Schedule ):- Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof.

It. No. 12.01 (I-a-iv)// Page. No. 278 ( Road Schedule ):- 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 75m. 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.

Item. No 12 /Page- 229 of 315 ( Building Works Schedule ):- Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming.

It. No. 4(b)// Page No. 24 of 315 ( Building Schedule ) :- Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(b) River bazree

It. No. 10(ii) /Page. No. 26 of 315 ( Building Schedule ):- 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

It. No. 36(a) & (f)// Page No. 42 of 315 (Building Schedule ):- 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.

(f) 25 mm to 30 mm shuttering without staging in foundation

It. No. 40.a(i).I// Page No. 44 of 315 ( Building Schedule ) :- 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. (Steel supplied by contractors, Rate Analysis Attached) (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel (ii) Other than Sail/Tata, (Steel supplyed by contractor).

It. No.1(ii-b)// Page. No. 189 of 315 ( Building Schedule ):- 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] b) with (4:1) cement plaster (i) 15mm thick plaster

It. No. 15// Page No. 192 of 315 ( Building Schedule ):- Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc.

Item No.4.09(iv), Page No: 247 (Roads schedule):- Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv) For Construction of Sub Base by compacting river bed materials.

SOR-2018, ROAD & BRIDGE WORK_Item No-8.07/Page no-270:: 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 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre 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.)

GST @ Rs. 18%

Cess @ Rs.1%