Tender For Repair And Renovation Work At Jay Prakash Narayan Sarvoday Vidhyalaya (Ats) Charkhari, Mahoba - Construction Of 50Kl R.C.C.Oht (Material) 2 Cement 3 C/Sand 4 Stone Grit 20Mm 5 Stone Ballast 40Mm 6 Bricks 7 Tmt Steel Bar Reinforcemen, charkhari-Uttar Pradesh

Tender For Repair And Renovation Work At Jay Prakash Narayan Sarvoday Vidhyalaya (Ats) Charkhari, Mahoba - CONSTRUCTION OF 50KL R.C.C.OHT (Material) 2 Cement 3 c/sand 4 stone grit 20mm 5 stone ballast 40mm 6 Bricks 7 TMT steel bar reinforcement 8 Glass stirrups 9 M.S.ledder 10 Super snowcem 11 Enemal paint 12 red oxide 13 lighting conductor 14 Gauge 15 sluice valve 80mm 16 sluice valve 65mm 17 G.I. pipe 65mm 18 G.I. pipe 80mm 19 G.I. pipe 65mm 20 G.I. bend 65mm 21 G.I. bend 80mm 22 G.I. bend 65mm 23 M.S. clamp 24 Water proof liquid chemical 25 G.I.pipe for Railing 15mm dia 26 CONSTRUCTION OF 50KL R.C.C.OHT (Labour Work) 27 Labour 28 Soil testing 29 Tank Connection 30 CONSTRUCTION OF 50KL R.C.C.OHT (Labour with Material Work) 31 Clearing jungle including uprooting of rank vegetation , grass,brush wood,trees and sapling of girth up to 30cm measured at a height of 1m above ground level and removal rubbish up............. 32 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) 33 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrougth to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks. for Pilling work 34 R.C.C. work with cement approved course sand and 2 cm (3/4)” gauge approved stone ballast in the proportions of 1:1½;3 in Plinth bend excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and also including Supply of all materials, labours and T&P etc. required for proper completion of work binding wire cost being including in the item but for G_Plinth Bend 35 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrougth to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks. for Plinth Bend 36 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 37 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 38 Construction of Boundary Wall (Labour with Material) 39 Boring with hydraulic piling rigs with power unit ,providing and ininstalling cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete ,to carry of safe working load not less than specified .excluding the cost of steel reinforcement bul including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete (length of pile for payment shall be measured upto to the bottom of pile cap) 40 RCC in 1:1.5:3 cement ,c/ sand. 20 mm nominal size s/gritincluding necessary shuttering it canteringwith all material labourt & P etc complete 41 Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : : Cement mortar 1:4 (1 cement : 4 coarse sand) 42 RCC in 1:1.5:3 cement ,c/ sand. 20 mm nominal size s/gritincluding necessary shuttering it canteringwith all material labourt & P etc complete 43 15 mm thick wall plaster in 1:6 cement c/sand mortar with n.c.f.including all material labour t&p and scaffolding 44 Mild Steel of iron in plain work such as reinforced concrete of reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage ans over lapping and hooks 45 Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) 46 Supply and Fixing Angle Post I Shape Top Of Boundary Wall Including all labouor & Materials etc. 47 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately 48 Foundations, footings, bases of columns, etc. for mass concrete 49 Distmentling 50 Desmentling of Old Boundary Wall Brick work 51 Desmentling of Old R.C.C Grade Beam

INR 2000 /-

INR 130000.0 /-

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