Renovation of site office Building proposed for e flow monitoring site at Tajewala Downstream of Hatnikund Barrage under YSD, UYD, New Delhi.

Title of Tender: Tender for Renovation of site office Building proposed for e flow monitoring site at Tajewala @ Downstream of Hatnikund Barrage under YSD, UYD, New Delhi.

NIT NO: 06/2026-27/UYD/New Delhi

Name of Bidder:

Address of Bidder:

SI. No Unit Quantity Rate offered in Rs. Total Amount

1 Removing of Colour wash by scrapping and sand papering the suraface smooth includung necessary repairs to scatches etc…Complete Sqm 471.9

2 The work shall include the supply, installation, testing, and commissioning of complete electrical systems for the office building,( 2 Rooms, 1 courtyard area, 1 Hall, 1 WC, 1 bathroom and 1 kitchen, Outside Area) ensuring safe, efficient, and reliable operation as per relevant standards. Wiring for lighting points, fan points, and power sockets, Modular switches, sockets, and accessories Lum Sum

3 The work shall include the supply, installation, testing, and commissioning of complete plumbing and sanitary systems for the office building (wash basin, Mirror, Water tank 500L, Sink at Kitchen, PVC Pipes, jionts acd sockets etc as required) ensuring proper water supply, drainage, and sanitation facilities. (Including 80m water Pipeline PVC & 0.5HP water pump installation Lum Sum

4 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1cement: 4 coarse sand) Sqm 60

5 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete Sqm 471.9

6 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Sqm 471.9

7 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two Coat Sqm 260.02

8 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface Sqm 211.88

9 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade One or more coats on old work. Sqm 26.64

10 13 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked. sqm 3.68

11 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : Size- 100x75x3.50 mm Each 12

Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. Each 2

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 200x10 mm Each 4

12 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles 10 mm to 25 mm Sqm 28.05

13 Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge Each 1

14 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Each 1

15 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. Sqm 38.76

16 Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm. Sqm 2.44

17 Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 8.11.1 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm 0.305

18 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) Cum 3.544

19 Cement concrete flooring 1:2:4 (1 cement : 2 coarse 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. sqm 88.61

20 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Sqm 56.174

Concrete Paver Blocks Footpath Work & MTBM

1 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (Side Supporting PCC) Cum 2.875

2 Supplying and stacking at sit Stone screening 11.2 mm nominal size (Type B) Cum 4.83

3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 2.76

4 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Sqm 6.9

5 S.C.I. soil, waste and vent single socketed pipe 1.80 metres long:150mm dia Each 2

6 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. Sqm 69

7 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.2 On concrete work Sqm 16.1

8 Musto Type Benchmark (MTBM) madeoverall Size (Plan): 1500 mm x 1500 mm, Height (Section) 1650 mm (900 mm below ground level + 750 mm above), Wall Thickness: 250 mm (brick masonry with plaster on both sides),40 mm stone aggregate filled inside the chamber, Jamuna Sand or Equivalent using an 8 mm thick MS plate with J type anchors welded to it, supported over a 1:2:4 RCC (M15) structure resting on a 1:4:8 PCC (M7.5) base. The unit is provided with a 75 mm diameter PVC pipe through the pedestal for protection. It includes 4 numbers of 12 mm diameter reinforcement bars. Each 2

Fencing Work on Wall

1 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable maternal within 50 meters lead as per direction of Engineer-in charge in cement mortar Cum 0.2438

2 Providing Iron angle size (50 x 50 x 5 mm) Wt. 3.77 Kg/m KG 78.416

3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 0.2438

4 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 (2.5 mm 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) Meter 24.4

Fencing Work Premises

1 Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil Cum 3.4425

2 Providing Iron angle size (50 x 50 x 5 mm) Wt. 3.77 Kg/m Kg 294.814

3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 3.4425

4 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Sqm 111.6

5 Fencing with angle iron 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 on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire . Metre 124

Outdoor Iron Door

1 Providing Iron angle size (50 x 50 x 5 mm) Wt. 3.77 Kg/m Kg 52.67

2 GI sheet 0.8 mm thick conforming to IS 277:1992 weight 6.28Kg /m^2 kg 15.29

3 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : Each 4

4 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) 300 x 20 x 6 mm Each 2

5 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125 mm Each 2

Main Gate work in Fencing

1 Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil Cum 2

2 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 57.84

3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Sqm 4.32

4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 2.324

5 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 kg 112.618

6 GI sheet 0.8 mm thick conforming to IS 277:1992 weight 6.28Kg /m^2 kg 5.652

7 even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Sqm 6.52

Grand Total Rs.

Amount In Words