New Okhla Industrial Development Authority Tender

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated upto 50 m and lift upto 1.5 m disposed soil to be levelled and neatly dressed. All kinds of soil. (DSR-2016/I-2.1.1/P-64)

Cement Concrete with 4 cm gauge approved stone ballast, Coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, Tools & Plants etc. require for proper completion of the work. 5.08(281) As in Items 279 above but in proportion 8:4:1

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

P/F plain non asbestos cement sheet strip in joints pavements/terrazzo flooring 100mm wide & 6mm thick.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. DSR 2016/I.No. 16.68/P-277 (Interlocking tiles/ Paver should be ISI marked conforming to IS-15658 and IRC:SP:63)

303 M-150 Brick work in 1.6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. 6.1.1 PWD) SOR-2020 305 (a) Same as item no. 305 but in 1:4 one cement & four coarse sand of 2.20 FM. mortar. (6.1.4 PWD) SOR-2020

P/L damp proof course 40mm thick with cc 1:2:4 - Coarse sand - stone aggregate 12.5 mm size

12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222)

Neat cement punning.

Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. Two or more coat on new work. (DSR 2018 I.No. 13.61.1/P-227)

Cement Concrete with 2cm, gauge approved stone ballast, coarse sand & Cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. Same as above item no 279 but with 2cm. gauge stone grit instead of 4 cm, gauge stone ballast (SOR I.NO: 5.07)

Providing and Placing in positiion 100mm thick factory made machine batched & machine mixed precast RCC rectangular covers of drains of foothpath of various sizes, of M-25 greade concrete for RCC work, includingcost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ miximum 100mm c/c on both ways, neat cement punning on finished, surface, properly encased on alll edges with 1.6mm thick, 100mm wide MS sheet duly painted over over priming coat reinforcement to be welded at edges with MS Sheet and providing 2 Nos. 12mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineeer-inCharge.

Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earthworks in excavation, concrete works in foundation to be paid separately).

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire. DSR 18/I.No. 16.17.1/P-

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). (AOR)

White Washing three coats including supply of all materials, labour, tools plant etc required for proper compition of the work S.O.R 16.03/673

Supply of J.C.B Complete at site on hire basis including cost of diesel and driver etc. complete in all respect as per direction of engineer-in-charge

Supply of Tractor with trolley complete at site on hire basis including cost of diesel and driver etc. Complete as per direction of E/I of work as per SOR

Supply of labours / Beldar Complete at site on etc in all respect as per direction of E/I

Collection & Consolidation of stone ballast of size 22.4mm to 53mm including laying in cuts, pot holes & dry rolling by road roller including aii taexs cost of stacking etc. complete for proper completion of work. (CR)

Cleaning existing painted surface & laying premix in patch repair with 10-12 mm size graded hard stone grid mixed with bitumen 80/100 @ 50 kg/cum. Over tack coat of bitumen 80/100 @ 1.00 kg/sqm including heating the grit & maxphalt to the required temperature & mixing either in mixer

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. DSR-2018/I.no. 10.25.2

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage