Development of craft Corridor at Malout District Sri Muktsar Sahib Punjab

Name of work: Development of Malout Craft Corridor, District Sri Muktsar Sahib, Punjab

Note: Unless otherwise specified, all rates includes the cost of labour and materials, tools & plants, ladders, scaffolding, lead & lifts etc. complete in all respect. No additional amount to be paid to complete the job.

Sr. No. Item and Specification Unit Qty. Rate Amount

1 Taking out existing CC interlocking paver blocks from footpath/ central verge/ pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead complete as per drawings and as per direction of Engineer-in- Charge. Sqm 18000 112.72 2028960.00

2 Dismantling concrete. Cement concrete plain 1:4:8 or 1:5:10 complete as per drawings and as per direction of Engineer-in- Charge. Cum 100 718.48 71848.00

3 Dismantling of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications complete as per drawings and as per direction of Engineer-in- Charge. cum 100 307.62 30762.00

4 Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means)-complete as per drawings and as per direction of Engineer-in- Charge. cum 100 695.31 69531.00

5 Dismantling brick or flagged stone flooring including concrete base.complete as per drawings and as per direction of Engineer-in- Charge. sqm 110 89.55 9850.50

6 Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means)complete as per drawings and as per direction of Engineer-in- Charge. Sqm 130 851.23 110659.90

7 LOADING AND UNLOADING Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal.complete as per drawings and as per direction of Engineer-in- Charge. Cum 2590 20.52 53146.80

8 CARRIAGE:- Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth. - 10.0 km complete as per drawings and as per direction of Engineer-in- Charge. Cum 2590 276.66 716549.40

9 EARTH WORK - Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick- Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres -complete as per drawings and as per direction of Engineer-in- Charge. Cum 150 191.73 28759.50

10 EARTH Filling-Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 1000 metres complete as per drawings and as per direction of Engineer-in Charge. cum 220 344.49 75787.80

CENTRING AND SHUTTERING

11 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)complete as per drawings and as per direction of Engineer in- Charge. sqm 310 221.24 68584.40

12 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 320 560.46 179347.20

13 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. Sqm 410 400.33 164135.30

14 Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc- complete as per drawings and as per direction of Engineer-in- Charge. Sqm 100 426.66 42666.00

15 Centring and shuttering for columns (Square or rectangular or poly gonal in plain)complete as per drawings and as per direction of Engineer-in- Charge. sqm 230 502.52 115579.60

16 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth complete as per drawings and as per direction of Engineer-in- Charge. Cum 70 5382.33 376763.10

17 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure sqm 90 732.18 65896.20

18 First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level complete as per drawings and as per direction of Engineer-in- Charge. Cum 90 5526.66 497399.40

19 SUB-BASE - Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. cum 80 1425.38 114030.40

20 PCC- Cement concrete 1:5:10 with stone ballast 40mm gauge.complete as per drawings and as per direction of Engineer-in-Charge. cum 230 3604.00 828920.00

21 PCC- Cement concrete 1:4:8 -With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric. Cum 250 3812.61 953152.50

22 CC- Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric typecomplete as per drawings and as per direction of Engineer-in- Charge. cum 20 4919.85 98397.00

23 CONCRETE-Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete as per drawings and as per direction of Engineer-in- Charge. Cum 75 5697.33 427299.75

24 CONCRETE- Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.complete as per drawings and as per direction of Engineer-in- Charge. Cum 85 6487.45 551433.25

25 PLASTERING -10mm thick Cement Plaster 1:4 complete as per drawings and as per direction of Engineer-in- Charge. Sqm 2000 172.77 345540.00

26 PLASTERING -20mm thick cement plaster 1:6 in two coats work- complete as per drawings and as per direction of Engineer-in- Charge. Sqm 800 249.67 199736.00

27 ROAD WORK Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specificationscomplete as per drawings and as per direction of Engineer-in- Charge. Rmt 200 376.68 75336.00

28 STEEL AND IRON WORK- Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete complete as per drawings and as per direction of Engineer-in- Charge. kg 9500 75.00 712500.00

WHITE WASHING, DISTEMPERING, PAINTING

29 Scraping-Cement Plaster.complete as per drawings and as per direction of Engineer-in- Charge. Sqm 18000 7.37 132660.00

30 Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied 2.20 Kg/10 Sqm-complete as per drawings and as per direction of Engineer-in- Charge. Sqm 8000 163.28 1306240.00

31 Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm -complete as per drawings and as per direction of Engineer-in- Charge. Sqm 8000 126.42 1011360.00

32 Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish.-complete as per drawings and as per direction of Engineer-in- Charge. Sqm 8000 84.28 674240.00

33 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.complete as per drawings and as per direction of Engineer-in- Charge. Sqm 2000 69.53 139060.00

34 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface-complete as per drawings and as per direction of Engineer-in- Charge. Sqm 2000 22.12 44240.00

35 Providing & applying heritage granual homogeneous wall finishing system from Bakelite Coating & Paints Pvt. consisting of two component system of dry Granual (25 kg/pack) made of 92% silice particle, coated with fade resistant pigmants and 100% acrylic co-polymers bonding agent (5 ltr pack) with the applied thickness of coating being between 0.8 to 1.2mm to be applied in single coat on a cured level smooth plastered, as per the shade combination approved and as per manufacturer specification, all complete inclusive of primer on the base (rustic paint etc.) sqm 6000 927 5562480.00

36 Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 600 1155.68 693408.00

37 Mandana stone tile flooring 15mm to 20 mm thick over 12.5mm thick base of cement mortar 1:3 (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing Sqm 600 1444.34 866604.00

38 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.. M 3000 106.40 319200.00

a Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) andjointed with neat cement slurry mixed with pigment to match the shade of stone, includingrubbing and polishing Sqm 200 1406.42 281284.00

39 Providing and laying Mat finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Mat finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent: Sqm 50 2586.43 129321.50

40 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 - 2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer- in Charge. Sqm 15000 848.06 12720900.00

41 Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. sqm 7500 68.48 513600.00

42 Providing and laying white Cobble Stone - Colour and Pattern as / aapproval Graniteas per flooring design complete as per drawings and as per direction of Engineer-in- Charge. sqm 2000 3423.90 6847800.00

43 Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. 32mm i/d Brass Ball valves each 50 893.90 44695.00

44 Providing, Laying , fixing & jointing of UPVC Pipes (Type-A) as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.250mm o/d pipe of 6 Kgf. / sqcm mtr. 50 1474.995 73749.75

45 Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm a) 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm each 50 1930.00 96500.00

46 Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe (Type-A) Lines as per ISI 4985-2021, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. (e) 50mm i/d Mtr 300.00 157.995 47398.50

47 Public Health- Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B Class including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete as per drawings and as per direction of Engineer-in- Charge.

48 WATER SUPPLY-Providing, fixing and jointing ISI Marked Gun Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete as per drawings and as per direction of Engineer-in- Charge.

(a) 25mm i/d Gun Metal peet valve heavy pattern. each 10 814.31 8143.10

(b) 32mm i/d Gun Metal peet valve heavy pattern. each 10 1245.16 12451.60

49 Public Health- Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per drawings and as per direction of Engineer-in- Charge as per standard design.

450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal each 10 6780.33 67803.30

50 Horticulture & Irrigation work Providing, Laying , fixing & jointing of UPVC Pipes (Type-A) as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 0.00

(a) 63mm o/d pipe of 10 Kgf. / sqcm Mtr 10 155.275 1552.75

(b) 75mm o/d pipe of 10 Kgf. / sqcm Mtr 10 219.681 2196.81

(c ) 90mm o/d pipe of 10 Kgf. / sqcm Mtr 10 308.581 3085.81

51 Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe (Type-A) Lines as per ISI 4985-2021, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects.

uPVC Pipe 10 Kgf/cm 2. 40 mm dia Mtr 20.00 120.285 2405.70

52 Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, SEWERAGE AND DRAINAGE - foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. (c) manhole Inside size 120x180 cm and 120 cm deep complete as per drawings and as per direction of Engineer-in- Charge. each 2 31994.80 63989.60

53 Providing, Laying , fixing & jointing of UPVC Pipes (Type-A) as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110mm o/d pipe of 6 Kgf. / sqcm mtr. 300 442.770 132831.00

54 Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge (a) UPVC 110 mm bend each 50 142.22 7111.00

55 Excavation manually in trenches with straight or open cutting in a built up street/lanes having wall to wall width upto 3 metre for sewer and manholes to full depths as shown in drawings, including shoring, dressing too correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 metre, for all works other than connections to complete in all respects.

(A) For depth not exceeding 2 m. below Ground level all classes of soil except rocky cum 20 235.98 4719.60

56 i) Extra for wet earth work from bottom of excavation upto level of sub soil water cum 20 37.92 758.40

57 Providing & Fixing RCC Road Gully grating & frame

RCC Road Gully grating & frame size 610mm*300mm each 100 1249.45 124945.00

58 Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-in-Charge. Size 610mm x 457mm x 800mm each 5 5247.48 26237.40

59 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm Diametre each 5 353.97 1769.85

60 Raising RCC slab of all thickness on Man hole chamber to desired height and placing back in position after raising the Manhole (Raising depth of Brick Work and Plaster will be paid extra as per CSR Item.) Inside size 75x120 cm each 5 5253.8 26269.00

61 Informatory sign board 600x450mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .complete as per drawings and as per direction of Engineer-in- Charge. Each 18 3683.04 66294.72

62 Designing, fabricating, supplying, and installing Back-Lit Shop Signboards with engraving of shop name (engrave content as per shop) complete in all respects as per approved drawings, specifications, and directions of the Engineer-in-Charge. The work shall include MS supporting framework, back-lit acrylic/aluminum composite panel (ACP) fascia as specified, LED illumination system, transformers/drivers, wiring, fixing accessories, anchoring arrangements, and all necessary hardware for a complete installation. public safety norms and complete as per drawings and as per direction of Engineer-in- Charge.. sqm 480 16666.67 8000001.60

63 SITC of Information Panel, complete in all respects, including design, preparation of shop owner information and details, artwork development, fabrication, supply of all materials, structural framework, printing/engraving, fixing arrangements, mounting hardware, foundation/supports (if required), installation at designated locations, finishing, protection coatings, testing, and commissioning as per approved street design, drawings, specifications, and directions of the Engineer-in-Charge. The panel shall display shop owner details and other relevant information in an aesthetically designed format consistent with the approved streetscape/theme. The item includes all labor, materials, tools, transportation, scaffolding, consumables, taxes, and incidental works required for complete execution and satisfactory operation. sqm 450 14500 6525000.00

Electrical Works

64 Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-

a Overall size 1.5sq.mm (48/0.20mm), 2Core Metre 700 55.31 38716.13

65 Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-

a Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) Metre 600 70.80 42477.12

66 Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

a Overall size 6sq.mm (3Core) Armoured (Loose) Metre 2000 164.14 328270.60

b Overall size 6sq.mm (4Core) Armoured (Loose) Metre 5000 182.15 910750.00

67 Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1No. copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in metre (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:-

a Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 4.50 metre (14.76 feet) below ground level (up to 8metre in Length) with G.I. pipe 20mm dia. (A-class), 3metre long Each 10 8471.83 84718.26

68 Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

a MCB Single Pole 6-32amp. (10kA, Curve-C) each 50 211.75 10587.68

69 Supply and erection of RCCB (Residual Current Circuit Breaker) for Earth leakage protection suitable for 240/415 volts 50 cycles AC supply with breaking capacity of 10kA as per IEC 61008-1 in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

a RCCB Double Pole 32/40amp., Sensitivity 30mA (ii) each 4 2146.82 8587.29

b RCCB Four Pole 32/40amp., Sensitivity 30mA (xi) each 6 2624.16 15744.96

70 Supply and erection of sheet metal Double Door Distribution Boards IP 43-IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:-

a SP&N Double Door Distribution Board 12 way each each 4 1797.90 7191.61

b TP&N Horizontal Double Door Distribution Board 6 way each Each 6 3592.17 21553.02

71 Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:-

a Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 600 1066.35 639810.00

72 Supply & erection of PVC Casing 'n' Capping (Double Lock) ISI marked for wiring purposes including cost of bends (L), (U), (T) & inspection boxes etc., where necessary including other petty material:- (xxvii)

a PVC Casing 'n' Capping Size 20mm x 12mm Metre 1000 31.50 31500.00

73 Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

a Overall size 1.5sq.mm (Un-sheathed) Metre 300 30.34 9102.24

b Overall size 2.5sq.mm (Un-sheathed) Metre 300 45.51 13653.36

74 Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

a Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 3500 100.08 350280.00

75 Supply, Installation, Testing & Commissioning of Three-Phase Light Feeder Pillar, suitable for controlling and distributing power to wall-mounted/street lighting circuits. The feeder pillar shall be fabricated from CRCA sheet steel, floor-mounted or wall-mounted as specified, weatherproof and dustproof with a minimum protection rating of IP54/IP55 for outdoor installation. The feeder pillar shall be complete with: 415V, 3-Phase, 4-Wire, 50Hz system. Incoming MCCB/TPN Isolator of suitable rating. Outgoing MCBs/MCCBs for street lighting circuits. Alluminium busbars of adequate current-carrying capacity with color-coded heat-shrink sleeves. Neutral and earth bars. Timer/photocell controller. LED indication lamps for R, Y, B phase healthy status. Voltmeter, selector switch, and other control accessories as required. Internal wiring with copper conductors, ferrules, glands, and cable terminations. Lockable hinged door with gasket arrangement. Powder-coated finish after anti-corrosion treatment. Suitable cable entry arrangement from top/bottom. Proper earthing terminals and all mounting accessories. The feeder pillar shall be designed for reliable operation of wall street lighting installations and shall conform to relevant IEC/IS standards. The item rate shall include all materials, accessories, labor, testing, commissioning, and documentation required for complete installation and satisfactory operation. Each 60000 4.00 240000.00

76 Providing and fixing vintage-style wall mounting bracket, 500 mm projection length, fabricated from MS/CI/approved material with anti-corrosive treatment and durable powder-coated or painted finish, suitable and compatible for supporting and hanging/postop LED vintage light fixtures. Including mounting hardware, anchor fasteners, accessories, alignment, testing, and all incidental works complete as required.approved make K light, Lumex, Mayfair or equivalent as approved by Engineer - in - Charge. each 300 8407.12 2522136.00

77 Supply and Installation of Heaxgonal Vintage LED hanging/postop fixture is made of die cast aluminium houseing with power LED are mounted directly on Extruded Aluminium Heat Sink. A UV Steblized PC Defuser is provided for Glare free lighting with high visual confert. 40 Watt. approved make K light, Lumex, Mayfair or equivalent as approved by Engineer - in - Charge. each 300 8876.18 2662854.00

78 Shifting, fixing, and dressing existing loose service cables/wires on façade in cable tray system for aesthetic improvement and organized cable management, including cable tiesand all incidental works, complete in all respects. Meter 2000 250.00 500000.00

79 Design, Providing, Installation, Testing and Commissioning (DPITC) of façade lighting system on both sides of the existing entry gate, including preparation of lighting design and shop drawings, supply of LED façade luminaires, mounting brackets, drivers, control gear, cabling, conduits, junction boxes, connectors, supports, earthing, fixing accessories, testing, aiming, programming (if required), commissioning, and all associated civil and electrical works complete in all respects as per approved drawings and Engineer-in-Charge's. Job 2 250000.00 500000.00

80 Providing and fixing MS Dustbin (100 Litre Capacity) comprising a powder-coated Mild Steel (MS) outer dustbin with lid/cover and an inner rubber dustbin of suitable size and capacity. The MS dustbin shall be fabricated from approved gauge MS sheets/sections, properly welded, ground smooth, treated against corrosion, and finished with approved shade powder coating. The lid/cover, hinges, handles, and all necessary fittings and fixtures shall be included. The inner rubber dustbin shall be removable for easy cleaning and maintenance. The item shall be complete in all respects, including fixing in position, hardware, consumables, labour, transportation, and all incidental works, as per approved drawings and as directed by the Engineer-in-Charge. Each 50 10500.00 525000.00

81 Supply and installation of garden bench - Cast Iron bench of 1800 mm length, 900 mm width, 450 mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S. pipes 63 mm x 25 mm of 14 gauge with one M.S. Flat 25 x 10 mm welded at the centre, below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete (Minimum weight of each bench 105 kg) complete as per drawings and as per direction of Engineer-in- Charge. nos. 51 13187.71 672573.21

82 Supply and installation ,Construction and Development Sculpture of Statue AS PER Design and Specification complete as per drawings and as per direction of Engineer-in- Charge. Job 4 500000.00 2000000.00

83 Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position qtl 7 9628.99 67402.93

84 Structural steel work in girders or Stanchions built up of one joist / or channel section. Riveted including cutting and fixing old gusset plates bolts, Nuts, Rivets etc. complete with flange plates, head, sole plates, angle connections etc. with hoisting & erecting in position qtl 7 6706.59 46946.13

85 Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- (a) Up to 15.00 Mtr. Span qtl 7 10879.49 76156.43

86 Repair, Finishing, and Repainting, of wooden doors and/or windows including all necessary frame work, shutters, glazing beads, architraves, holdfasts, hardware and accessories complete, manufactured from seasoned and preservative treated timber conforming to approved specifications and drawings. The item shall include door/window frames, shutters, glazing, approved quality locks, latches, tower bolts, handles, hinges, stoppers, fasteners, screws, rubber gaskets, sealants, weather strips, glass panes of specified thickness, wooden mouldings, polishing, painting, staining, melamine finish, protective coatings, termite and anti-fungal treatment, surface preparation and all incidental works required for complete installation. The work shall include fitting, fixing, alignment, adjustment, finishing and making good of surrounding surfaces, complete in all respects as per architectural drawings, approved shop drawings, street façade aesthetic requirements, specifications and directions of the Engineer-in-Charge. The rate shall include cost of all materials, labour, tools and paint, transportation, wastage, scaffolding, testing, finishing and all operations necessary for satisfactory completion of the work. sqm 400 1505 602000.00

87 Providing, fabricating, supplying, and fixing Mild Steel (MS) Sunshade with MS Jali/Decorative Grill, complete with MS structural framework, supports, brackets, welding, grinding, anti- corrosive primer, and two coats of approved paint, including all necessary fixtures, fasteners, and installation. The sunshade shall project 0.75 m to 1.05 m (2.5 ft to 3.5 ft) from the wall and shall extend continuously across the full width of the opening/facade as shown in the drawings and as directed by the Engineer-in-Charge. Complete in all respects Rmt 801 9000 7209000.00

88 Providing, fabricating, supplying, transporting, and fixing Glass Fiber Reinforced Concrete (GRC) Jali panels of approved pattern, design, thickness, and dimensions, manufactured using white/grey cement, graded silica sand, alkali-resistant glass fibers, admixtures, and pigments as required. The work shall include moulding, curing, finishing, edge treatment, necessary MS/GI support framework, stainless steel fasteners, anchor bolts, lifting, placing, alignment, grouting/sealing of joints, scaffolding, and all incidental works complete as per drawings, specifications, and Engineer-in-Charge's instructions. sqm 600.0 8000 4800000.00

89 Providing, designing, fabricating, supplying, transporting, installing, testing and commissioning of Main Entrance Gate complete in all respects, including structural steel framework, cladding, FRP decorative elements, finishing works, facade lighting, electrical accessories, foundations, anchoring systems, and all associated works as per approved drawings and specifications complete as per drawings and as per direction of Engineer-in- Charge job 1 2500000 2500000.00

Note: Being a percentage tender, the bidder shall quote its price as at par or percentage above or percentage below the estimated total cost in the Bill of Quantities as specified. 0.00

GRAND TOTAL 83067551.00