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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date10 Mar 2025
Closing Date24 Mar 2025
Tender Amount₹ 1,04,84,000
Costs
EMD
₹ 2,09,680Document Cost
₹ 2,600Tender Fee
Refer Documents
Summary
Beautification Of Pattan Town Phase 1st
Description
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Contact
Tender Id
2025_PWDJK_274020_1Tender No
NIT 58 of RnB Pattan 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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P/L of Dry stone soling duly hand packed Including all carriages loading unloading complete job before laying of mud mate in trenches
212.8
1000
212800
... More
Providing and laying in position cement 1.4.8 grade (cement:4 coarse sand : 8graded stone aggregate 40mm nominal size) under footings) of specified grade excluding the cost of centring and shuttering all work upto Required level ,
212.8
5202
1107177.12
... More
Providing and laying in position cement concrete 1.2.4 grade (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) of specified grade excluding the cost of centering and shuttering
172.92
6591
1139758.95
... More
Supplying and filling in paths with GSB/Nallah muck in foundations including, watering,ramming, consolidating and dressing complete.
335.2
1000
335200
... More
Providing and laying 50mm 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 fine sand, filling the joints with coarse sand etc. all
complete as per direction of Engineer-in-charge.
2332
816
1903261.8
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) includingmaking joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction ofEngineer-incharge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge).
52.5
8563
449565.38
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Centering and shuttering including starightening and removal of form work in foundations
1515.8
286
434049.33
... More
carriiage of material from source to site of work for an average lead of 15 km Earth/Mulba
261.19
250
65537.79
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carriiage of material from source to site of work for an average lead of 15 km Sand
190.2
409
77970.59
... More
carriiage of material from source to site of work for an average lead of 15 km Stone aggregate
376.18
409
154211.23
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RCC Drop Main Hole Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water bound macadam road.
43.8
156
6845.94
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Earth work in excavation by manual means in trenchs for foundations drains pipes cable etc not exceedind 1.5m in width and for shafts wells ascapts and the like not exceeding 10sqm on plane including dressing of sides and raming of bottoms lift up to 1.5m incl getting out excavated earth and disposal of surplus excavated earth as directed all kinds of soil
12.9
479
6182.97
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil :
30.1
256
7731.19
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Extra for every additionallift of 1.5m or part there of in excavation /banking exacavated or stacking material all kinds of soil
13
89
1166.75
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Extra for every additionallift of 1.5m or part there of in excavation /banking exacavated or stacking material in muddy soil etc
13
145
1885
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m.
30
243
7312.5
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m but not exceeding 3m
30
255
7656
... More
P/L of Dry stone soling duly hand packed including all carriages loading unloading complete job before laying of mud mate in trenches and in floors
3
1000
3000
... More
Providing and laying in position cement 1.4.8 grade (cement:4 coarse sand : 8graded stone aggregate 40mm nominal size) under footings) of specified grade excluding the cost of centring and shuttering all work upto required level
2
5202
10405.8
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto requied level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
26.05
7788
202887.82
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Providing and fixing in position precast RCC manhole cover and frame required shap and approved quality . Circular shap 560mm internal diameter incl carriage etc complete job
5
3200
16000
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
1204
123
148332.8
... More
Centering and shuttering including strutting, propping etc. and removal of form forWalls(any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
146
628
91826.7
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Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
7.2
718
5171.04
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Centering and shuttering including strutting, propping etc. and removal of form for:Above 20 cm wide
9
1145
10305.9
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
21.1
218
4608.24
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Disposal of excavated eath at an avg lead of 5km by macanical transport
69.4
158
11024.19
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Providing and laying of GSB /RBM over damaged protion of road during construction of main hole trenchs incl cost and carrige all complete
4.9
1000
4900
... More
supply and fixing of CI steps as directed by EIC at site
50
300
15000
... More
carriiage of material from source to site of work for an average lead of 20km Sand
12.62
409
5173.44
... More
carriiage of material from source to site of work for an average lead of 20 km Stone aggregate
24.96
409
10232.1
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Covered Cement Concrete Drain Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water bound macadam road.
108
156
16880.4
... More
Demolishing R.C.C. work manually/by mechanical means including
stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
40.5
2516
101932.43
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Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead as per directions of Engineer-in-ChargeCircular manhole 122 cm diameter and 1.68m deep
5
3821
19107.25
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Dismantling tile work in laid in cement mortar including stacking material within 50 meters lead.For thickness of tiles 10 mm to 25 mm
250
57
14250
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Earth work in excavation by manual means in trenchs for foundations drains pipes cable etc not exceedind 1.5m in width and for shafts wells ascapts and the like not exceeding 10sqm on plane including dressing of sides and raming of bottoms lift up to 1.5m incl getting out excavated earth and disposal of surplus excavated earth as directed all kinds of soil
26.1
479
12509.73
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil
60.9
256
15642.17
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P/L of Dry stone soling duly hand packed including all carriages loading unloading complete job before laying of mud mate in trenches and in floors
13.05
1000
13050
... More
Providing and laying in position cement 1.4.8 grade (cement:4 coarse sand : 8graded stone aggregate 40mm nominal size) under footings) of specified grade excluding the cost of centring and shuttering all work upto requied level ,
8.7
5202
45265.23
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Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto requied level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
39.15
5733
224470.44
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10.84
7788
84426.26
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
650
123
80080
... More
Centering and shuttering including strutting, propping etc. and removal of form forWalls(any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
235.6
628
148180.62
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
60.9
218
13300.56
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Providing and laying of GSB /RBM over damaged protion of road during construction of main hole trenchs incl cost and carrige all complete
12.6
1000
12600
... More
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.
23
562
12929.45
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Structural steel work in single section, fixed with or without connecting
plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
1620
120
195696
... More
12mm thick cement polyster of mix 1:4 mix (1cement:4 fine sand)
104.4
283
29628.72
... More
carriiage of material from source to site of work for an average lead of 20km Sand
26.41
409
10826.52
... More
carriiage of material from source to site of work for an average lead of 20km Stone aggregate
52.23
409
21411.17
... More
Construction of Cement Concret Drain Earth work in excavation by manual means in trenchs for foundations drains pipes cable etc not exceedind 1.5m in width and for shafts wells ascapts and the like not exceeding 10sqm on plane including dressing of sides and raming of bottoms lift up to 1.5m incl getting out excavated earth and disposal of surplus excavated earth as directed all kinds of soil
26.46
479
12682.28
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil
61.7
256
15847.65
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P/L of Dry stone soling duly hand packed including all carriages loading unloading complete job before laying of mud mate in trenches and in floors
13.23
1000
13230
... More
Providing and laying in position cement 1.4.8 grade (cement:4 coarse sand : 8graded stone aggregate 40mm nominal size) under footings) of specified grade excluding the cost of centring and shuttering all work upto required evel
8.82
5202
45889.58
... More
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto required level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
26.46
5733
151711.06
... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
6.75
7788
52571.7
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
405
123
49896
... More
Centering and shuttering including strutting, propping etc. and removal of form forWalls(any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
158.8
628
99877.26
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
61.7
218
13475.28
... More
Providing and laying of GSB /RBM over damaged protion of road during construction of main hole trenchs incl cost and carrige all complete
20.6
1000
20600
... More
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.
39.2
562
22036.28
... More
12mm thick cement polyster of mix 1:4 mix (1cement:4 fine sand)
58.8
283
16687.44
... More
slit clerance from cannals incl disposal of rubbish /wet complete
710.35
184
131379.23
... More
carriiage of material from source to site of work for an average lead of 20km Sand
36.55
409
14983.31
... More
carriiage of material from source to site of work for an average lead of 20 km Stone aggregate
73.54
409
30146.99
... More
Filling /leveling of RBM/ Stone Soling providing and laying and spreading , rooling incl supplying of river bed meterial or stone sooling are equalint for development of land near petrol pump /sunken portions complete in all respects
444.88
1000
444880
... More
sign boards and bollards Manufacturing supplying and fixing retro reflective sign boards made up
of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure
conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of
M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-chargeMandatory/Regulato sign boards of 900 mm diameter with part as length of 3750 mm.
6
6885
41312.1
... More
Manufacturing supplying and fixing retro reflective sign boards made up
of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure
conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of
M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-chargeCautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.
3
5237
15713.55
... More
Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum 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 background 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 aluminum alloys, rivets or bolts and nuts @ 300mm c/c 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 aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the
corners, lowering down the structural frame work from the gantry, fixingand erecting the same in position all complete as per drawing,specification and direction of 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.
26.16
6016
157395.56
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Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be
installed as per direction of Engineer-in-charge.
50
893
44652.5
... More
pre casting and placing in position 125mm dia bollards 600mm high of required shape incl providing MS pipe sleeve 50mm dia 300mm long in the boollard and MS pipe 40mm dia and 450mm long with 150x6ms plate welded at bottom and embeded 150 in cement concrete 1:3:6 1 cement 3 course sand 6 graded stone aggrete 20mm nominal size incl necessary excavation of size 250x250 x450mm deep for the same in bituimen concrete /and specified spacing
50
859
42967.5
... More
Land scaping and Horticulture Supplying and stacking of good earth at site including royalty (earth
measured in stacks will be reduced by 20% for payment)
58.84
281
16551.69
... More
Rough dressing of the trenched ground including breaking clods.
106.01
1
161.14
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 part of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish & surplus earth, if any with all leads & lifts (cost of sludge, manure or extra good earth, if needed, to be paid for separately)Holes 45 cm dia & 45 cm deep
506
50
25350.6
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 part of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish & surplus earth, if any with all leads & lifts (cost of sludge, manure or extra good earth, if needed, to be paid for separately)Holes 60 cm dia & 60 cm deep
20
119
2386
... More
Providing and displying Acalypha different colour well developed , fresh and healthy with good foliage multi branch 30 to 45 cm ht. in 20 cm size of earthen pot / plastic pot bushy as per direction of the engineer incharge
506
35
18165.4
... More
Road Marking /cobble stones / Painting of electrict poles Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
689.5
638
440521.55
... More
Flooring with cobble stone of approx size 125x125x75mm RUIDP ( thick ) laid on 25mm average thick cement mortal 1:3 (1 2017 cement :3 course sand ) and jointed with grey cement slurry rates mixed with pigment to match the shade of the stone ,land in 25% approved pattern complete in all respect as per direction of engineer in charge
129.5
1250
161875
... More
Finishing walls with textured exterior paints of required shade on New work (two or more coats applied @ 3.28 liter / 10sqm) over and incl base coat of exterior primer
427.85
268
114856.33
... More
Providing and laying chisel dressed Devri Stone of size 300x200mm face with 150mm depth in cement mortar 1:6 ( 1 cement :6 coarse sand ) upto plinth level incl curing one face derssed
4.52
10055
45452.67
... More
Road Side parking bays at spots Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) , including dressing of sides and ramming of bottoms lift upto 1.50 m, including getting out excavated earth and disposal of surplus excavated earth as
directed:
20.3
479
9729.79
... More
Providing supplying and stacking of soling incl laying raming complete as perv direction of engineer incharge incl all carriages
20.3
1000
20300
... More
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto required level with:1:4:8 mix incl carriges
20.3
5500
111650
... More
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto reuired level with:1:2:4 incl carriges
50.63
6591
333714.99
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