Public Works Department Tender
... More
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Costs
EMD
₹ 8,79,260Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
T-trench To Be Developed At Gonpa Gangles Ward-1 Mc-lehamrut/sdp
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWD_16002_1Tender No
E-tender no 355 of phe div lehTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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.
2304
212
-
... More
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
2.10.1 All kinds of soil :
5482.08
888
-
... More
Dry random rubble masonry with hard stone in foundation and plinth without bond stone along sides of water body and bed.
364
2744
-
... More
Disposal of excavated earth upto lead of 5KM.
2304
344
-
... More
Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipes conforming to IS:8329 200 mm dia DI Class K-9 Pipes
300
2978
-
... More
(B) FOR GABION STRUCTURE Design , supply & supervision & installation of reinforced soil wall /slope structure as per bs 8006 and fhwa nhi-00-043, comprising of facia material as per is 16014, reinforcing element bba certified geogrids, geotextile etc complete.
The item shall include but not limited to the following: FOR PARAMESH WALL/SLOPE HEIGHT 0-4.8m
669.6
7680
-
... More
Supply and insatallation of boulders of Stone Boulder 150mm to 250mm
562.46
1175
-
... More
Supply and installation of 0.23m thick Gabion mattress made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 6X8 as per IS 16014:2018, Mesh wire dia 2.2 / 3.2 mm (ID/OD), Zn90-Al10 alloy + High abrasion resistant polymer coated. Ageing of polymer with salt spray should not be more than 5% DBR after 10000 hrs. of exposure as per ISO 9227 and polymer should be resistant to abrasion after 300 cycles and shall not expose metal wire in accordance with the procedure described in ASTM A 975. Mechanically edged/selvedged, with partition at 1 m interval , tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), placing at indicated places in dry condition at easily accessible location as per direction of Engineer including tools, plant, labour etc. complete in all respect, carrying the material from nearest approach with all leads & lifts, manpower & machinery, materials, labor etc. complete as per detailed technical specifications and as directed by Officer Commanding. Minimum Tensile strength 37 kN/m & punch strength 21 kN as per IRC 116, IS 16014 & Morth specification for road & bridge works, Section 2500.( Supply Cost of Boulder shall be Payable Extra)
1626.45
1999
-
... More
Supply and installation of polyester needle punched non woven geotextile as filter media below gabion mattress , as per MoRTH 700 Type-I geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.
1801.18
139
-
... More
Supply and insatallation of boulders of 90 mm to 150 mm for filling inside gabion mattress units etc. as directed by engineer in charge.
374.08
1175
-
... More
(C) FOR WOOD DECK SUPPORT Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
121.74
722
-
... More
Filling avaiulable excavated earth ( Excl rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolodating each deposited layer by ramming and watering, lead upto 50m and ligft upto 1.5 m.
96
198
-
... More
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work,
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note: 1) Excess/less cement used than specified in this item is payable/recoverable separately.
All works above plinth level and upto floor five level
4.27.2.1 M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.
6.09
8075
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. All works upto plinth level
21
8785
-
... More
Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Provoding M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement concrete considered in M-30 is @340 kg/cum)
All works above plinth level
33.21
8911
-
... 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.
8430.36
96
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for:
Columns, piers, abutments, pillars, posts and struts.
346.26
705
-
... More
(D) FOR COMPOUND WALL Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
456.49
722
-
... More
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
7.72
7781
-
... More
Brick work with non modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level upto floor five level including curing complete in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
67.59
7258
-
... More
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work,
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note: 1) Excess/less cement used than specified in this item is payable/recoverable separately.
All works above plinth level and upto floor five level
4.27.2.1 M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.
23.08
8075
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. All works upto plinth level
94.71
8785
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. All works upto plinth level
49.32
10141
-
... 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.
169.94
96
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for:
Columns, piers, abutments, pillars, posts and struts.
9.42
705
-
... More
ROUGH CAST PLASTER
Rough cast plaster upto 10 m height above ground level with a mixture of
sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.
13.22.1 Ordinary cement finish using ordinary cement
734.55
725
-
... More
Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including
base coat of exterior primer applied @ 2.20kg/10sqm
734.55
265
-
... More
Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:
Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture.
50
144
-
... More
Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture
50
139
-
... More
Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete 9.3.1 Second class Kail wood
0.89
174451
-
... More
Providing and fixing ply wood 4mm thick one side decorative veneer conforming to IS: 1328(type 1), for plain lining/cladding with necessary screws, including priming coat on unexposed surface with. Decorative veneer facings of approved manufactures.
50
1650
-
... More
(E) FOR ENTRY PLAZA Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
55.02
722
-
... More
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
1.44
7781
-
... More
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work,
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note: 1) Excess/less cement used than specified in this item is payable/recoverable separately.
All works above plinth level and upto floor five level. (FOR COLUMN)
4.27.2.1 M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.
1.64
8075
-
... More
Brick work with non modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level upto floor five level including curing complete in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
0.27
7258
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. All works upto plinth level
4.61
8785
-
... More
Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Provoding M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement concrete considered in M-30 is @340 kg/cum)
All works upto plinth level
2.23
8911
-
... More
Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Provoding M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement concrete considered in M-30 is @340 kg/cum)
All works above plinth level
19.06
10266
-
... 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.
4083.94
96
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for:
Columns, piers, abutments, pillars, posts and struts.
156.5
705
-
... More
ROUGH CAST PLASTER
Rough cast plaster upto 10 m height above ground level with a mixture of
sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.
13.22.1 Ordinary cement finish using ordinary cement
3.6
725
-
... More
Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:
13.57.1 Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm
15.3
160
-
... More
Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete 9.3.1 Second class Kail wood
1.16
174451
-
... More
Providing and fixing ply wood 4mm thick one side decorative veneer conforming to IS: 1328(type 1), for plain lining/cladding with necessary screws, including priming coat on unexposed surface with. Decorative veneer facings of approved manufactures.
32.88
1650
-
... More
Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including
base coat of exterior primer applied @ 2.20kg/10sqm
3.6
265
-
... More
Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:
Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture.
33.91
144
-
... More
Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture
547.75
139
-
... More
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
547.75
152
-
... More
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) 22.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)
3.75
1190
-
... More
(F) FOR EXIT PLAZA Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
100.04
722
-
... More
Filling avaiulable excavated earth ( Excl rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolodating each deposited layer by ramming and watering, lead upto 50m and ligft upto 1.5 m.
52.18
198
-
... More
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
3
7781
-
... More
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work,
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note: 1) Excess/less cement used than specified in this item is payable/recoverable separately.
All works above plinth level and upto floor five level. (fOR COLUMN)
4.27.2.1 M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.
3.38
8075
-
... More
Brick work with non modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level upto floor five level including curing complete in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
8.68
7258
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. All works upto plinth level
12.4
8785
-
... More
Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Provoding M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement concrete considered in M-30 is @340 kg/cum)
All works upto plinth level
4.19
8911
-
... More
Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Provoding M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement concrete considered in M-30 is @340 kg/cum)
All works above plinth level
25.98
10266
-
... 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.
5785.03
96
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for:
Columns, piers, abutments, pillars, posts and struts.
237.97
705
-
... More
ROUGH CAST PLASTER
Rough cast plaster upto 10 m height above ground level with a mixture of
sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.
13.22.1 Ordinary cement finish using ordinary cement
65.82
725
-
... More
Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:
13.57.1 Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm
65.82
160
-
... More
Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete 9.3.1 Second class Kail wood
1.16
174451
-
... More
Providing and fixing ply wood 4mm thick one side decorative veneer conforming to IS: 1328(type 1), for plain lining/cladding with necessary screws, including priming coat on unexposed surface with. Decorative veneer facings of approved manufactures.
32.88
1650
-
... More
Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including
base coat of exterior primer applied @ 2.20kg/10sqm
65.82
265
-
... More
Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:
Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture.
32.94
144
-
... More
Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture
354.2
139
-
... More
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
354.2
152
-
... More
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) 22.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)
4.32
1190
-
... More
(G) FOR WOODEN STRUCTURES
Pergola
Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete 9.3.1 Second class Kail wood
22.58
174451
-
... More
Wooden Decks
Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete 9.3.1 Second class Kail wood
19.67
174451
-
... More
(H) FOR WIRE CRATE CHECK DAM L=12m
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 sides and 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:
2.9.1 All kinds of soil :
7.25
252
-
... More
Cutting in earth work and disposal of excavated earth upto a lead of 20 metre in anchorage.
1.31
200
-
... More
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates
9.38
2713
-
... More
Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling, tipping of wire crates; excluding cost of filling, stones and weaving materials
92.83
90
-
... More
Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones.
20.39
2761
-
... More
(H) FOR WIRE CRATE CHECK DAM L=10m
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 sides and 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:
2.9.1 All kinds of soil :
6.08
252
-
... More
Cutting in earth work and disposal of excavated earth upto a lead of 20 metre in anchorage.
1.31
200
-
... More
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates
8.4
2713
-
... More
Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling, tipping of wire crates; excluding cost of filling, stones and weaving materials
79.83
90
-
... More
Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones.
17.09
2761
-
... More
(I) FOR WIRE CRATE CHECK DAM L=8m
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 sides and 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:
2.9.1 All kinds of soil :
4.91
252
-
... More
Cutting in earth work and disposal of excavated earth upto a lead of 20 metre in anchorage.
1.31
200
-
... More
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates
6.3
2713
-
... More
Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling, tipping of wire crates; excluding cost of filling, stones and weaving materials
65.43
90
-
... More
Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones.
13.79
2761
-
... More
(J) FOR RAINWATER HARVESTING
Earth work in excavation by manual means 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 sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : 25 meter beyond 1 m from cutting edge
6.91
252
-
... More
Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800(part 1), including collecting
samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of
Engineer-in-charge upto 90 m depth below ground level.
28.1.1.1 300 mm dia
6.03
539
-
... More
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipe with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc all complete for all depths as per direction of Engineerin-charge.
28.4.2 150 mm nominal size dia
5.65
743
-
... More
Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge.
12.06
852
-
... More
Supplying, fllting, spreading and leveling gravels of size range 5 mm to 10 mm, in recharge pit over the existing layer of boulders, in the required thickness for all leads and lifts all complete as per direction of Engineerin-
charge.
12.06
1026
-
... More
Supplying, filling , spreading and leveling coarse sand of size range 1.5 mm to 2 mm, in recharge pit in required thickness over the gravel layer, for all leads and lifts all complete as per direction of Engineer-in-charge.
12.06
1026
-
... More
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work,
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note: 1) Excess/less cement used than specified in this item is payable/recoverable separately.
All works above plinth level and upto floor five level
4.27.2.1 M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.
0.66
8075
-
... More
(K) FOR BOREWELL
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270 of reputed & approved make, including painted with outside surface with two coats, of anticorrosive paint of approved brand and manufacture including required hire & labour charges, fitting and accessories, all complete for all depths, as per direction of Engineer-incharge.28.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm
300
1159
-
... More
Development to tube well in accordance with IS: 2800(part 1) and IS:11189 to establish maximum rate of usable water yield without sand content ( beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete including required hire & labour charges of air compressor tools & accessories, etc. all, as per direction of Engineer-in-charge.
48
872
-
... More
Procurement and Installation of Piezometers
6
65000
-
... More
(L) FOR LANDSCAPE WORK
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of
inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.
16.93.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
264.74
865
-
... More
WATER BODY
Supplying & stacking of hard stone (for stone pitching) 22.5cm thick at site.
215.67
936
-
... More
Dry stone pitching 22.5cm thick laid in courses required profile with hammer dressed stone having no side less than 15cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete (Payment for stone to be made separately).
1360
489
-
... More
Water fountains: Providing and fixing Floating Water Fountain( Sculpture Jet )-1 NOS. (centre-1 NO. HT. 10-12 FT.. SIDE JETS 9nos.outward SPRAY HEIGHT 8-10 FT adjustable etc. complete.
3
248744
-
... More
RCC Precast Chamber: Precast Square/Rectangular chamber
Manufacture, Supply & Installation of factory-made Square/Rectangular Precast chamber of following sizes (L x W) and following depth in carriage way/service road. Including cost of reinforcment TMT - Fe500/550D, as per designed precast chamber made of HPC M-50 grade concrete (high performance self compacting concrete grade M-50) designed as per IS code requirement including PVC heavy duty steps/footrest of approved make confirming to an ASTM D-4101 specification to take load as per IS-5455 including providing benching and channeling, including supply and fixing of RCC factory made steel fibre reinforced (SFRC) heavy duty cover and frame with steel bearing of cover into the frame, and joint groove properly filled with grout of recommended manufacturers specification and as per direction of the engineer-in-charge. The rate includes cost of precast chamber, top cover, frame, steps/footrest, testing, loading, transportation, unloading, heavy dewatering upto any extent by mechanical means with the help of pumping machinary of desired HP & installation at site and making complete etc.
Square chamber 1500x1500 mm x 1500mm depth
2
142154
-
... More
HORTICULTURE SECTION
Digging holes of 90 cm diameter and 90 cm depth in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volumeflooding with water, dressing including removal of rubbish & surplus earth, if anywith all leads & lifts
48
430
-
... More
Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth mixed with manure in the ratio of 2:1 by volume
79.15
86
-
... More
Filling mixture of earth and manure in the desired proportion in trenches andholes and leveling
79.15
20
-
... More
Supplying and stacking of good earth at site including royalty
79.15
309
-
... More
Supplying and stacking at site dump manure from approved source
79.15
114
-
... More
Supplying and Planting of Shrubs Rosa acicularis-wild Rose
28
100
-
... More
Helianthus annuus - sunflower
285
50
-
... More
Petunia
24
70
-
... More
Dahlia pinnata- garden dahlia
315
30
-
... More
Alcea Rosea- Hollyhocks
99
100
-
... More
Zinnia violacea-zinnia
316
100
-
... More
Supplying and Planting of Trees
Apple
11
3000
-
... More
Apricot
22
3000
-
... More
Pine
15
3000
-
... More
(N) DEWATERING
Dewatering
1620
500
-
... More
(N) ELECTRICAL WORK
Supplying & erecting three phase, 415V, street light control panel up to the max load of 6kW, TPN MCB 40A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation, with overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation
1
22739
-
... More
Solar Light Fixture Solar Street Light Pole with Single Arm
33
20000
-
... More
Solar Street Light Pole with Double Arm
15
25000
-
... More
20W LED Tubelight
4
300
-
... More
10W Bollard Light of 1 mtr
25
13000
-
... More
10W foot light
58
3250
-
... More
50W flush light
2
5150
-
... More
Electrical LT Panel Incomer 1no. Of 100A TP MCCB Busbar 100 A FP AL Busbars Outgoing 4nos. Of 63A TP MCB 2nos. Of 40A TP MCB
1
50190
-
... More
LT Cables 3.5C x 35 sq.mm Al XLPE Cable
50
478
-
... More
4C x 6 sq.mm Cu XLPE Cable
500
678
-
... More
4C x 4 sq.mm Cu XLPE Cable
450
478
-
... More
3C x 4 sq. mm Cu XLPE Cable
100
415
-
... More
Supplying, installation and testing of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the
excavated earth with required quantity complete, and recording the results
2
13805
-
... More
20 mm dia minimum 2 ft long medium class GI pipe for street light pole earthing.(Penetrated in ground min. 1 ft. Below ground level)
48
450
-
... More
Supplying & installation of 25mm X 6mm GI earth strip from earth electrode as required.
40
277
-
... More
8Way SPN DB (distribution board) Incomer
1
2776
-
... More
32A DP RCCB 30mA Outgoing
1
4564
-
... More
6nos. Of 10A SP MCB
6
356
-
... More
63A FP MCB with Enclousure
3
4314
-
... More
20A DP MCB with Enclousure
1
2032
-
... More
Point wiring for light/bell concealed type in min 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories
2
860
-
... More
Point wiring for independent plug, concealed type in min 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories
4
937
-
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