Tender For Development And Beautification Work Of Prachin Nageshwar Dham Temple At Bank Of River Sai In District-Jaunpur. - 1 Development & Beautification Work of Prachin Nageshwar Dham Temple at Bank of River Sai inDistrict-Jaunpur 2 CIVIL WORK (GHAT) 3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 4 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 7 Reinforced cement concrete work in Slab excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 8 As in item above but for thelighterbeams i.e. having spans upto 6 m. 9 As in item abovebut inR.C.C.Raft foundation and footingwithapproved stoneballast. (Using1:1.5:3Mix concrete) 10 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but 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) :400 mm dia piles 11 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 12 Initial Test 13 Routine Test 14 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 15 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 16 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 17 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement:2 stone dust) admixed with pigment to match the shade of slone and pointing with same mortar.Red sand stone 18 Centering and shuttering including strutting, propping etc. and removal of form for : 19 Foundations, footings, bases of columns, etc. for mass concrete 20 Suspended floors, roofs, landings, balconies and access platform. 21 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 22 Columns, Pillars, Piers, Abutments, Posts and Struts 23 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 24 INTERLOCKING TILES 25 Earth work in exacavation in t. in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c withinalead of 50m.(D.S.R.-2.6.1) 26 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (D.S.R.-4.1.8) 27 Class M-150 brick work in 1:4 cement coarse sand (of 2.5 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 28 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 29 GATE (3.0 MT. WIDE) 30 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil (D.S.R. 2.6.1) 31 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (D.S.R. 4.1.8) 32 Reinforced cement concrete work in Raft Foundation and footing excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 33 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but 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) :300 mm dia 34 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (D.S.R. 5.2.2) 35 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (D.S.R. 5.22.6) 36 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) (D.S.R. 13.4.2) 37 Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) (D.S.R. 13.44.1) 38 Supply andfixingM.S.Workingate includingall necessary forproper completion of the work. (D.S.R. 10.31 39 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture : (M.S. works). (D.S.R. 13.62.1) 40 FORM WORK 41 Centering and shuttering including strutting, propping etc. and removal of form for : 42 Foundations, footings, bases of columns, etc. for mass concrete 43 Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 44 Columns, Pillars, Piers, Abutments, Posts and Struts 45 Sitting Bench 46 Dustbin 47 Signage work complete as per direction of Engineer-in-charge and detailed estimate. 48 GST Extra as applicable
