Department Of Local Administration Tender

Code No.2.10.1.2: Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering , etc. and disposing of surplus excavated soil as directed , within a lead of 50m - All kinds of soil - Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia

Code No.2.20.3: Open timbering in trenches including strutting, shoring complete. (Measurements to be taken of the face area timbered) - Depth exceeding 3.0m but not exceeding 4.5m.

Code No.30.7 Supply of Quarry rubbish including stacking to department gauge for re measurement and spreading required thickness as directed by the Engineer-in-charge

Code No.4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:4:8 (1 cement:4coarse sand : 8 graded stone aggregate of 40 nominal size)

Code No.4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:2:4 (1 cement:2coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No.4.12: Extra for providing and mixing water proofing material in cement concrete work @ 1kg per 50 kg of cement

Code No: 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1cement:5coarse sand : 10 graded stone aggregate 40mm nominal size)

Code No.4.1.5: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:3:6 (1 cement:3coarse sand : 6 graded stone aggregate 20mm nominal size

Code No.5.9.1: Centring and shuttering including strutting, propping etc. and removal of form for: Foundations , footings, bases of columns ,etc. for mass concrete.- Using steel sheet with M.S.frames

Code No.5.9.2: Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.- Using steel sheet with M.S.frames

Code No.5.9.3: Centring and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings , balconies and access platform - Using steel sheet with M.S.frames

Code No.5.9.6: Centring and shuttering including strutting, propping etc. and removal of form for: stairs (excluding landings) except spiral - staircases - with water proof ply 12mm thick , mango / silver wood scantling and casurina poles

Code No.5.1.2: Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level : 1:1.5:3 (1 cement : 1 .5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No.5.12: Providing ,hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands , copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete but excluding cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No.5.22.6: Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete - Thermo - Mechanically treated bars (TISCON / VIZAG / IISCO /SAIL / JSW) including placing the M30 grade Athees make cover block @ 60cm centre to centre

Code No.10.1: Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete.

Code No.11.3.1: Cement concrete flooring 1:2:4 (1 cement :2coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Code No.13.16.1: 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand).

Code No.13.18: Neat cement punning

Code No.13.21: Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers

Code No.30.5: Earth work in rough excavation and dressing up in embankment by using machinery for roads, flood banks, marginal banks and guide banks or filling up ground depression within a initial lead of 50m and lift upto 6.0m in all kinds of soil(Payment shall be made based on levels).

Code No.30.11: Supplying with gravel for apron and revetment

Code No.31.136.1C: Providing, laying and jointing G.I pipes of medium class (blue) TATA, TNT, Nezone, Apollo, Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including GI specials such as bends, tees, elbow, coupling, reducer etc., complete all as per IS and CPWD specification. -25mm dia

Code No.31.136.1D: Providing, laying and jointing G.I pipes of medium class (blue) TATA, TNT, Nezone, Apollo, Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including GI specials such as bends, tees, elbow, coupling, reducer etc., complete all as per IS and CPWD specification. -32mm dia.

Code No.31.160.1I: Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including cost of solvent cement, excluding UPVC specials such as bends ,tees, threaded pieces, couplers, reducer, end caps etc., complete all as per IS and CPWD specification. - 110mm dia.

Code No.31.160.1K: Providing, laying and jointing UPVC pipes (Finolex/ Jain) (1 Mpa) conforming to IS specification 4985 and ISI marked including transportation to the site, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including costof solvent cement, excluding UPVC specials such as bends, tees, threaded pieces, couplers, reducer, endcaps etc., complete all as per IS and CPWD specification. - 160mm dia.

Code No.31.164.1I: Providing and fixing in position UPVC moulded equal Tee (Finolex/ Jain) (1 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110mm dia

Code No.31.164.1N: Providing and fixing in position UPVC moulded equal Tee (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia

Code No.32.11.3.2: Constructing brick masonry manhole with 35 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with bricks of class designation 35.

Non PSR: (Derived from Code No. 0296, 0297 and 30.11) Supplying and filling of graded stone aggregate of size 12.5 to 10 mm as directed by the Engineer-in Charge

Non PSR: (Derived from Code No. 0294, 0295 and 30.11) Supplying and filling of graded stone aggregate of size 25 to 20 mm as directed by the Engineer-in Charge

Non PSR: (Derived from Code No. 0292, 0293 and 30.11) Supplying and filling of graded stone aggregate of size 50 to 40 mm as directed by the Engineer-in Charge

Non - PSR: Providing and laying and jointing HDPE pipe 80 x PN 2.5 conforming to IS specification and ISI marked including transportation to the site, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including jointing and excluding specials such as bends, tees, threaded pieces, couplers, reducer, end caps etc., complete as per IS and CPWD specification - 180mm dia.

Non PSR: Fixing of 150mm wide PVC encapsulated steps in the manhole with 200 x 200 x100mm CC block in CM 1:1.5:3 concrete 1 1/2 HBG of 20mm nominal sizes all as show in drawings