Development of Green Spaces / Park at Gandhi Garden, Ferozepur Cantonment, Punjab under AMRUT 2.0

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Divyang Friendly Park at Gandhi Garden, Firozpur Cantt, Punjab Under AMRUT 2.0 Scheme

Project Value: Capital Cost: Part-A Percentage Rate Rs. 40.13 Lakh O&M Cost Part-B Percentage Rate Rs. 11.03 Lakh.

September, 2024

Name of Work: Divyang Friendly Park at Gandhi Garden, Firozpur Cantt, Punjab Under AMRUT 2.0 Scheme

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

1 Estimate Amount (Part A ) (In Rs): Entre Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

2 5 years' O& M (PART-B)

Estimate Amount (Part A and B ) (In Rs):

Percentage Above/Below/At Par Select 0 %

Amount as per percentage quoted, Percentage Rate (Part A & B ) (Amount in Rs)

Amount In Words No Rupees and No Paise

Provisional Sum (Not part of bidding) Rs in Lakh =

Name of Work: Development of Green Spaces/Park at Focal Point, Rajpura, District Patiala, Punjab Under AMRUT 2.0 Scheme

S.no. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

Capital Works CSR Items ( Part - A)- CIVIL

Development of Parks

Turfing of Lawn :

32.9 Fine grassing including uprooting rank vegetation and weeds by digging the area to a depth of 30 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growth after 10 to 15 days,mixing fertilizer and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, watering,weeding and maintenance for 30 days or till thick lawn is formed.

a Planting Selection no. 1 grass roots in rows 5.0 cm apart in both directions. Sqm 1400 69

32.1 Supplying and stacking at site of work well decayed farm yard manure from approved site of decayed farm yard manure from approved site of work including screening through sieve of I.S.designation 16 mm with 5 km lead Cum 8.4 625 Six Hundred Twenty Five Rupees and No Paise

Supplying and Planting Permanent Trees:

32.13 Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control. cum 17.71875 388 Three Hundred Eighty Eight Rupees and No Paise 6875

32.14 Supplying and planting permanent trees in prepared pits and watering. Each 42 170 One Hundred Seventy Rupees and No Paise

Planting Permanent Shrubs :

32.13 Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control. Cum 63.72 388 Three Hundred Eighty Eight Rupees and No Paise 24724

32.18 Supplying & Planting permanent shrubs in prepared pits and watering. 295 66 Sixty Six Rupees and No Paise

Planting permanent hedges :

32.34 Planting hedge including digging of trench 60 cm wide to 15 cm depth and mixing FYM fertilizerand insecticides, planting of sapling at 30cm distance from plant to plant in two rows. 430 165 One Hundred Sixty Five Rupees and No Paise

32.26 Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, Fertilizer, insecticides, planting of saplings at 25 cm distance from plant to plant and row to row Sqm 120 277 Two Hundred Seventy Seven Rupees and No Paise

Supply and Laying of soil -Good earth

5.2 (i) Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Cum 90 195.17 One Hundred Ninety Five Rupees and Seventeen Paise 17566

4.1 (A) Stone(building or pitching) Sand, Earth, FlyAsh, Bajri, Shingle, Spalls, Brick Bats, Brick Ballast and Stone Metal

Rate for loading into wagon trucks or boats withiin 15 metres lead Cum 90 19.48 Nineteen Rupees and Forty Eight Paise 1754

6.4 Extra for Compansation & royality for ordinary earth /ordinary clay taken from private land Cum 90 60.22 Sixty Rupees and Twenty Two Paise 5420

32.51 (L.R) Preparation of mounds of various size and shapes including supply of good earth & Sand filling, in layers not exceeding 20 cm in depth, breaking of clods, watering each layer, dressing etc. lead up to 50 m and lift upto 1.5 m complete as per direction. Cum 90 320 Three Hundred Twenty Rupees and No Paise

Planting Rose beds :

32.3 Planting rose beds including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides,triangular planting of sapling at 60 cm distance from plant to plant and row to row. Sqm 38.400000000000006 174 One Hundred Seventy Four Rupees and No Paise 6682

Planting Seasonal Flowers :

32.22 (a) Planting seedlings including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of seedlings at 20cm distance from plant to plant and row to row. Sqm 38.400000000000006 259 Two Hundred Fifty Nine Rupees and No Paise 9946

32.54 (d) Edging of paths/ beds with bricks/tiles laid dry, including required excavation, refilling, consolidating with hand and spreading surplus.Brick inclined at 60 deg to horizontal Mtr 151.2 60 Sixty Rupees and No Paise

24.46 Informatory sign board 800x600mm 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 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 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 .

b(i) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 Each 3 3496 Three Thousand Four Hundred Ninety Six Rupees and No Paise

32.57 (a) Supply and Installation of Garden Bench: Chair type garden bench with L-shaped sides made of reinfoced concrete (M-30), thicknes 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 no. reiforced cocrete planks 1500 mm x 100 mm x50 mm one pank 1500 mmx 200 mm x50 mm. seating height of the benchshal be 450 mm. The bench shal be fixedwith nuts on concrete mount, at holes sealed after assembly and installation Each 12 5299 Five Thousand Two Hundred Ninety Nine Rupees and No Paise

32.75 Providing and Fixing pair of plastic dustbins 100 litre volume each, of two different colour, for dry and wet waste, made of virgin plastic to be mounted on ms rectangular hollow section50x25x3 mm frames pivoted on 3 Ms Square hollow section verticals, 1 m above ground, one 35 cm RHS welded to each vertical member at base and grouted in 180 x 40x 30 cm 1:2:4 cement concrete. Each 5 12753 Twelve Thousand Seven Hundred Fifty Three Rupees and No Paise

Difference in Rates of materials :

Bricks : 1000 nos 1285.1999999999998 149.99 One Hundred Forty Nine Rupees and Ninety Nine Paise

Specially Abled/Divyang Friendly Zone Flooring & Sitting Plateform

14.116 Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) Sqm 35 1810 One Thousand Eight Hundred Ten Rupees and No Paise

Construction of Sitting Platform

6.6 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. Cum 11.18 182 One Hundred Eighty Two Rupees and No Paise

Cement Concrete 1:8:16

10.6 (b) ii Cement Concrete 1:8:16 With Stone Aggregate 40 mm gauge Mixing by mechanical means using concrete mixer volumetric type Cum 2.4899999999999998 3127 Three Thousand One Hundred Twenty Seven Rupees and No Paise 7787

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth Cum 5.13 5013 Five Thousand Thirteen Rupees and No Paise

Deduct 10% labour rate as per Notes-ii of chapter Cum 5.13 -132.7 One Hundred Thirty Two Rupees and Seventy Paise

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines Sqm 12.7 244 Two Hundred Forty Four Rupees and No Paise

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. Cum 5.72 5151 Five Thousand One Hundred Fifty One Rupees and No Paise

Deduct 10% labour rate as per Notes-ii of chapter Cum 5.72 -146.4 One Hundred Forty Six Rupees and Forty Paise -838

15.9 12.5 mm thick cement plaster 1:4 sqm 49.68 189 One Hundred Eighty Nine Rupees and No Paise

16.59 Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm sqm 49.68 120 One Hundred Twenty Rupees and No Paise

9.8 Centrring and shuttering for flat surfaces such as suspended floors roofs, landings, chajjas, shelves etc. Sqm 15.456000000000003 532 Five Hundred Thirty Two Rupees and No Paise

10.2 Reinforced cement concrete M-20 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. Cum 2.484 5902 Five Thousand Nine Hundred Two Rupees and No Paise

18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 1.9872 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

Add as per AC slip-4 Qtl 1.9872 933.24 Nine Hundred Thirty Three Rupees and Twenty Four Paise

Difference in Rates of materials :

Stone Metal 40mm gauge Cum 2.4899999999999998 -222.53 Two Hundred Twenty Two Rupees and Fifty Three Paise -555

Coarse Aggregate 11.2mm Cum 1.5411599999999999 -227.99 Two Hundred Twenty Seven Rupees and Ninety Nine Paise -352

Coarse Sand Cum 1.9172640000000003 -143.92 One Hundred Forty Three Rupees and Ninety Two Paise

Bricks : 1000 nos 5208 149.99 One Hundred Forty Nine Rupees and Ninety Nine Paise 782

Coarse Aggregate 20/25mm Cum 0.960 -260.66 Two Hundred Sixty Rupees and Sixty Six Paise

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Stone Metal 40mm gauge Cum 2.4899999999999998 706.66 Seven Hundred Six Rupees and Sixty Six Paise

Coarse Aggregate 11.2mm Cum 1.5411599999999999 742.02 Seven Hundred Forty Two Rupees and Two Paise

Coarse Sand Cum 1.9172640000000003 721.13 Seven Hundred Twenty One Rupees and Thirteen Paise

Coarse Aggregate 20/25mm Cum 1.0274400000000001 719.52 Seven Hundred Nineteen Rupees and Fifty Two Paise 740

Fine sand Cum 4.75238 266.64 Two Hundred Sixty Six Rupees and Sixty Four Paise 1268

Katcha & Paved Pathway

6.2 (a) Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. Cum 253.9 77 Seventy Seven Rupees and No Paise

24.4 Compaction of Earth work

(c) Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) Sqm 804.5 6 Six Rupees and No Paise

10.6 Cement Concrete 1:8:16

10.6 (b) ii Cement Concrete 1:8:16 With Stone Aggregate 40 mm gauge Mixing by mechanical means using concrete mixer volumetric type Cum 51.2 3127 Three Thousand One Hundred Twenty Seven Rupees and No Paise

0.999 Providing and laying 50mm thick factory made cement concrete inter locking paver block of M-30 grade machine made rubber moulded smooth finishwith strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in ordinary grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all completeas per directions of Engineer -in -charge IS code- 15658(2006) Sqm 469.4 602 Six Hundred Two Rupees and No Paise

14.141 Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. Sqm 102.4 65 Sixty Five Rupees and No Paise

14.59 Precast chequred tiles of 20mm minimum thickness in ordinary grey cement without chips laid on 20mm thick bed of cement mortar 1:3 with neat cement slurry between joints and over the base for floors, treads of steps and landings sqm 465 788 Seven Hundred Eighty Eight Rupees and No Paise

Difference in Rates of materials :

Coarse sand : Cum 30.555999999999997 -143.92 One Hundred Forty Three Rupees and Ninety Two Paise

Stone Metal 40 mm Cum 51.2 -222.53 Two Hundred Twenty Two Rupees and Fifty Three Paise

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Coarse sand : Cum 30.555999999999997 721.13 Seven Hundred Twenty One Rupees and Thirteen Paise

Stone Metal 40 mm Cum 51.2 706.66 Seven Hundred Six Rupees and Sixty Six Paise

Fine sand Cum 38.7882 266.64 Two Hundred Sixty Six Rupees and Sixty Four Paise

Devolpment of Parking

Cement Concrete 1:8:16

10.6 (b) ii Cement Concrete 1:8:16 With Stone Aggregate 40 mm gauge Mixing by mechanical means using concrete mixer volumetric type Cum 95.5 3127 Three Thousand One Hundred Twenty Seven Rupees and No Paise

0.999 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 918.71 805 Eight Hundred Five Rupees and No Paise

Cement Concrete 1:2:4

10.13 (a) ii Cement Concrete 1:2:4 With stone ballast or shingle Mixing by mechanical means using concrete mixer volumetric type cum 3.2661 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

14.141 Extra cost for using darker fast shade for interlocking pavers tiles of any shape & thickness instead of grey colours Sqm 183.74200000000002 65 Sixty Five Rupees and No Paise

24.41 (a) 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 specifications Mtr 50 357.56 Three Hundred Fifty Seven Rupees and Fifty Six Paise

Difference in Rates of materials :

Coarse sand : Cum 38.21814500000001 -143.92 One Hundred Forty Three Rupees and Ninety Two Paise

Stone Metal 40 mm Cum 95.5 -222.53 Two Hundred Twenty Two Rupees and Fifty Three Paise

Coarse Aggregate 11.2mm Cum 1.763694 -227.99 Two Hundred Twenty Seven Rupees and Ninety Nine Paise

Coarse Aggregate 20/25mm Cum 1.175796 -260.66 Two Hundred Sixty Rupees and Sixty Six Paise

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Coarse sand : Cum 38.21814500000001 721.13 Seven Hundred Twenty One Rupees and Thirteen Paise

Stone Metal 40 mm Cum 95.5 706.66 Seven Hundred Six Rupees and Sixty Six Paise

Coarse Aggregate 11.2mm Cum 1.763694 742.02 Seven Hundred Forty Two Rupees and Two Paise

Coarse Aggregate 20/25mm Cum 1.175796 719.52 Seven Hundred Nineteen Rupees and Fifty Two Paise

Fine sand Cum 50.50613 266.64 Two Hundred Sixty Six Rupees and Sixty Four Paise

Construction of Badminton Court

32.54 (a) Edging of paths/bed with bricks/tiles laid dry including required excavation, refilling, consolidating with hand and spreading surplus.Bricks laid length wise with half brick depth

Mtr 78.4 37 Thirty Seven Rupees and No Paise

6.2 (a) Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. cum 24.921 77 Seventy Seven Rupees and No Paise

Cement Concrete 1:8:16

10.6 (b) ii Cement Concrete 1:8:16 With Stone Aggregate 40 mm gauge Mixing by mechanical means using concrete mixer volumetric type Cum 0.036 3127 Three Thousand One Hundred Twenty Seven Rupees and No Paise

Cement Concrete 1:2:4

10.13 (a) ii Cement Concrete 1:2:4 With stone ballast or shingle Mixing by mechanical means using concrete mixer volumetric type Cum 0.162 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

18.53 Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) 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. Qtl 0.4000 9490 Nine Thousand Four Hundred Ninety Rupees and No Paise

Add as per AC slip-4 for Hollow Section Qtl 0.4000 373.3 Three Hundred Seventy Three Rupees and Thirty Paise

Difference in Rates of materials :

Stone Metal 40mm gauge Cum 0.036 -222.53279999999995 Two Hundred Twenty Two Rupees and Fifty Three Paise

Coarse Aggregate 11.2mm Cum 0.08748 -227.98719999999997 Two Hundred Twenty Seven Rupees and Ninety Eight Paise

Coarse Sand Cum 0.0729 -143.91999999999996 One Hundred Forty Three Rupees and Ninety Two Paise

Bricks : Cum 0.000 149.9865149999997 One Hundred Forty Nine Rupees and Ninety Eight Paise

Coarse Aggregate 20/25mm Cum 0.05832000000000001 -233.92319999999995 Two Hundred Thirty Three Rupees and Ninety Two Paise

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Stone Metal 40mm gauge Cum 0.036 706.6600999999999 Seven Hundred Six Rupees and Sixty Six Paise

Coarse Aggregate 11.2mm Cum 0.08748 742.0236 Seven Hundred Forty Two Rupees and Two Paise

Coarse Sand Cum 0.0729 721.1265 Seven Hundred Twenty One Rupees and Twelve Paise

Coarse Aggregate 20/25mm Cum 0.05832000000000001 719.5215 Seven Hundred Nineteen Rupees and Fifty Two Paise

Fine Sand Cum 0.018 266.644 Two Hundred Sixty Six Rupees and Sixty Four Paise

Construction of Pergola

6.6 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. cum 0.98 182 One Hundred Eighty Two Rupees and No Paise

Cement Concrete 1:8:16

10.6 (b) ii Cement Concrete 1:8:16 With Stone Aggregate 40 mm gauge Mixing by mechanical means using concrete mixer volumetric type cum 0.33 3127 Three Thousand One Hundred Twenty Seven Rupees and No Paise

Cement Concrete 1:2:4

10.13 (a) ii Cement Concrete 1:2:4 With stone ballast or shingle Mixing by mechanical means using concrete mixer volumetric type cum 0.13 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

18.53 Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) 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. qtl 25.324700000000004 9490 Nine Thousand Four Hundred Ninety Rupees and No Paise

Add as per AC slip-4 for Hollow Section qtl 25.324700000000004 373.3 Three Hundred Seventy Three Rupees and Thirty Paise

Painting for Steel Works :

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint f in all shades on wood work, metallic or plastered concrete surface to give an even shade . Sqm 112.67999999999999 66 Sixty Six Rupees and No Paise

18.31 Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on existing MS Hollow pipe / steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat Sqm 33.306 655 Six Hundred Fifty Five Rupees and No Paise

Difference in Rates of materials :

Stone Metal 40mm gauge Cum 0.33 -222.53 Two Hundred Twenty Two Rupees and Fifty Three Paise

Coarse Aggregate 11.2mm Cum 0.07020000000000001 -227.99 Two Hundred Twenty Seven Rupees and Ninety Nine Paise

Coarse Sand Cum 0.058499999999999996 -143.92 One Hundred Forty Three Rupees and Ninety Two Paise

Coarse Aggregate 20/25mm Cum 0.04680000000000001 -260.66 Two Hundred Sixty Rupees and Sixty Six Paise

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Stone Metal 40mm gauge Cum 0.33 706.66 Seven Hundred Six Rupees and Sixty Six Paise

Coarse Aggregate 11.2mm Cum 0.07020000000000001 742.02 Seven Hundred Forty Two Rupees and Two Paise

Coarse Sand Cum 0.058499999999999996 721.13 Seven Hundred Twenty One Rupees and Thirteen Paise

Fine Sand Cum 0.165 266.64 Two Hundred Sixty Six Rupees and Sixty Four Paise

Coarse Aggregate 20/25mm Cum 0.04680000000000001 719.52 Seven Hundred Nineteen Rupees and Fifty Two Paise

Existing Pathway

8.43 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 as per direction of Engineer-in- Charge. Sqm 209.6 107 One Hundred Seven Rupees and No Paise

0.999 Providing and laying 50mm thick factory made cement concrete inter locking paver block of M-30 grade machine made rubber moulded smooth finishwith strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in ordinary grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all completeas per directions of Engineer -in -charge IS code- 15658(2006) Sqm 209.6 602 Six Hundred Two Rupees and No Paise

Existing Fountain & Gazebo

8.35 Dismantling glazed tiles (to be carefully removed). Sqm 60.5 107 One Hundred Seven Rupees and No Paise

0.000 Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 450 x 310 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 60.5 795 Seven Hundred Ninety Five Rupees and No Paise

Existing Entry Gate & Boundary Wall

c Cement plaster Sqm 25 36 Thirty Six Rupees and No Paise

15.9 12.5 mm thick cement plaster 1:4 Sqm 25 189 One Hundred Eighty Nine Rupees and No Paise

16.14 Finishing walls with cement based water soluble paint exterior such as snowecem, robbiacem etc. on old work one coat to give an even shade Sqm 1375 39 Thirty Nine Rupees and No Paise

16.17 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. Sqm 1475 66 Sixty Six Rupees and No Paise

14.89 a Providing and laying flamed finish Granite stone 18mm thick in 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 : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 45 2104 Two Thousand One Hundred Four Rupees and No Paise

Existing Toilet Block

30.32 (v) Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. Size 560mm x 430mm x 820mm Each 1 3917 Three Thousand Nine Hundred Seventeen Rupees and No Paise

30.43 (i) Providing and fixing vitreous chinaware pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect. (i) Vitreous chinaware standard white pedestal for wash hand basin. Each 1 2010 Two Thousand Ten Rupees and No Paise

16.14 Finishing walls with cement based water soluble paint exterior such as snowecem, robbiacem etc. on old work one coat to give an even shade Sqm 105 39 Thirty Nine Rupees and No Paise

0.000 Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 450 x 310 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 32.5 795 Seven Hundred Ninety Five Rupees and No Paise

8.31 Scraping: Cement Plaster Sqm 32.5 36 Thirty Six Rupees and No Paise

17.6 Providing and fixing of 25mm thick PVC flush door shutters (without chowkhat) upto 737mm width of colour and shade as approved by Engineer-in-charge made out of a one piece Multi chamber extruded PVC Plug section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC Plug foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An MS tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane Code Description Unit Quantity Rate Amount foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures’ specification and drawing to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places Sqm 5.49 3425 Three Thousand Four Hundred Twenty Five Rupees and No Paise

Difference in Rates of materials :

Coarse sand : Cum 8.384 -143.92 One Hundred Forty Three Rupees and Ninety Two Paise

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Coarse sand : Cum 8.384 721.13 Seven Hundred Twenty One Rupees and Thirteen Paise

Fine sand Cum 3.4108 266.64 Two Hundred Sixty Six Rupees and Sixty Four Paise

Capital Works ' CSR based Civil Items ( In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

Total Capital Works Amount after adding 5.35% ( In Rs)

Capital Works Non CSR Items ( Part - A)- Civil

NS Providing and Fixing EPDM Flooring 25 mm thick (19mm-14 mm SBR+6 mm color EPDPM complete in all respect and as per direction & satisfaction of Engineer-in-charge. Sqm 140 383.87 Three Hundred Eighty Three Rupees and Eighty Seven Paise

NS Platform Merry Go round: Providing, fixing and commissioning of merri Go round (Revolving platform) size: 8 feet in diameter. Platform 3 mm thickness non skid CRC steel ( cold rolled coil steel sheet) finished with PU polyurethene paint 60-100 mm microns) base member of 25mm x 5mm and 40 x 5 mm MS angle finished with powder-coated 60-70 microns. Vertical MS pipe dia 76 mm and thickness of pipe 3.5 mm finished with PU paint 60-100 microns. Connecting member cosist of 42 mm dia. 3m thickness, finished with PU paint 60-100 microns. Each 1 89442 Eighty Nine Thousand Four Hundred Forty Two Rupees and No Paise

NS Out door Muzi Chime: Providing and Fixing of Out door Muzi Chime having product zone 1.0m x 0.9 m x1.5 m and play Zone 2.0 m x1.9 m x2.3 m capable for kids all abilities complete in all respect to the satisfaction of Engineer -in -charge Note:- Rate includes GST,CP,Freight Charges & Instalation. Each 1 50723 Fifty Thousand Seven Hundred Twenty Three Rupees and No Paise

NS Musical Drum: Providing and Fixing of musical drum having product zone 1.5m x1.5 m and play Zone 2.0 m x2.5 m capable for 3 kids all abilities at a time complete in all respect to the satisfaction of Engineer -in -charge Note:- Rate includes GST,CP,Freight Charges & Instalation. Each 1 89232 Eighty Nine Thousand Two Hundred Thirty Two Rupees and No Paise

NS Providing and fixing badminton nylon net mesh Size: 20mm & badmintn net size 6 x 0.76m & made of thick twisted and knotted polyethylene cord. Head bond stitched with 1.5" wide heavy weight canvas. Sides and bottom made of 0.75" polyseter fabric Each 2 2879.06 Two Thousand Eight Hundred Seventy Nine Rupees and Six Paise

Capital Works ' Non CSR based Civil Items ( In Rs)

Capital Works ( Part - A) " Civil "

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : Part - A ( CIVIL ) CSR + Non CSR Amount : ( Rs)

5 Years' Operation & Maintenance Cost (PART-C)

NS 1st Year. Per month 12 12394 Fourteen Thousand Thirty Three Rupees and Sixteen Paise

NS 2nd Year. Per month 12 17783.725 Twenty Thousand Thirty Eight Rupees and Sixteen Paise

NS 3rd Year. Per month 12 19117.504375 Twenty One Thousand Five Hundred Forty One Rupees and No Paise

NS 4th Year. Per month 12 20551.317203125 Twenty Three Thousand One Hundred Fifty Six Rupees and Fifty Eight Paise

NS 5th Year. Per month 12 22092.665993359376 Twenty Four Thousand Eight Hundred Ninety Three Rupees and Thirty Three Paise

5 Years' Operation & Maintenance Cost ( Part - C)

Provisional Sum

S.no. Description Unit Qty Amt.(Rs.lakh)

Provisional Sum

Contingencies = 5 % of Capital Cost 2.01

Total : Provisional Sum (A+B)