Zila Parishad

Sl.No. Item Description Quantity Units Estimated Rate1 2 3 4 51 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 50.260 cu.m. 119.272 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 10.050 cu.m. 77.54 TENDER SCHUDLEName of Work: Construction of ACR Building at Pratappur High School (H.S.) under Rampurhat - II Panchayat SamitiContract No: Civil Works/ BHM/RHAT-II/EO/N-05/2018-2019 (Sl. No. - 13) quantity of work). '(a) With earth obtained from excavation of foundation.3 (A) Filling in foundation or plinth by fine 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) 34.480 cu.m. 487.414 Supplying and laying polythene Sheet (150 gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trench 126.190 sq.m. 24.005 Cement concrete with graded stone aggregate (1:3:6) (20mm nominal size) excluding shuttering In ground floor and foundation. 12.620 cu.m. 4174.00 6 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 61.080 sq.m. 205.007 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. 230.240 sq.m. 328.00Ordinary cement concrete M20 8 (mix 1:1.5:3) with graded stone chips (20mm down) ex/c shuttering and reinforcement, if any, in ground floor as per IS 456-2000 a) Pakur / Chandi variety 34.880 cu.m. 5155.55 9 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 3.290 M.T. 54523.5910 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen 12.100 sq.m. 246.0011 Brick work with 1st class bricks in cement mortar (1:6), (a) In 8.960 cu.m. 4211.00foundation and plinth12 Brick work with 1st class bricks in cement mortar (1:6), (b) In superstructure, ground floor 19.230 cu.m. 4438.0013 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 53.220 sq.m. 588.0014 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 86.850 sq.m. 121.00 15 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 nec