Municipal Council Tender
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Municipal Council Tender
Solid Waste Management
Eprocure
Opening Date6 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 6,18,57,098
Costs
EMD
₹ 12,37,142Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Installation Of N-treat Based In-situ Nallah Treatment For Port Blair Municipal Council - Drains In South Point, Junglighat And Dollygunj Area
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
2024_PMBC_16293_1Tender No
07/EE-III/SWM/MC/2024-25Tender Authority
Municipal Council ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Ordinary rock
144.5
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Hard rock (blasting prohibited)
75.71
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
10
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
292.4
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
292.4
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
3.4
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
6.8
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
28.9
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
61.25
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M30 grade with minimum cement content of 350 kg /cum
49.94
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
7.44
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
38.88
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
459
-
-
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.
7749.21
-
-
Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km.
Excavated rock
318.81
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
150 mm dia. R.C.C. pipe
40
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
500
-
-
Providing, supplying and installing coarse screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification
Notes: Frame work: Pipe Section 30 x 30 x 3 mm, Vertical bars: Square Bar 12 mm Dia. Spacing between vertical bars: 40 mm
Coarse Screen - 40 mm Opening
2
-
-
Providing, supplying and installing fine screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification Notes: Frame work: Pipe Section 30 x 30 x 3 mm, Vertical bars: Square Bar 12 mm Dia. Spacing between vertical bars: 10 mm
Fine Screen - 10 mm Opening
2
-
-
Providing, supplying and installation of FRP gates with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame: 30 x 30 x 3 mm FPR Sheet: 10 mm Thick
FRP Gates
12
-
-
Providing, supplying and installation of FRP Baffle with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame : 30 x 30 x 3 mm FPR Sheet : 6 mm Thick
FRP Baffle
32
-
-
Providing and supplying Bio-Curtain treatment units as per specification provided by IIT Bombay including cutting and fixing of coconut coir rope on MS square pipe of size 30 x 30 x 3 mm complete
Bio-Curtain Treatment Unit
11
-
-
Providing and supplying Bio-Mat treatment units as per specification provided by IIT Bombay including cutting and fixing of PVC Plastic mesh into cylindrical shape, filling of coconut coir and fixing Bio-Mat on MS square pipe of size 30 x 30 x 3 mm etc. complete
Bio-Mat Treatment Unit
16
-
-
Providing and supplying Floating Beds treatment unit as per the specification provided by IIT Bombay. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Floating Beds
158.1
-
-
Providing, supplying and application of Bio-Culture, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Note: Bio-culture solution of 1% concentration shall be used for dosing in floating beds.
Bio-Culture - 1% Conc.
1250
-
-
Providing, supplying and application of Growth Hormone, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited). Note: Growth Hormone solution of 1% concentration shall be used for dosing in floating beds
Growth Hormones - 1 % Conc.
1250
-
-
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
50
-
-
uPVC coupler for UPVC drainage pipes 75 mm
10
-
-
UPVC bend 87.5° 75 mm bend
10
-
-
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.
106.26
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
40
-
-
Operational and Maintenance Works of the N-Plant at Vijay Baugh Drain.
5
-
-
South Point, Junglighat and Dollygunj Area (ii. Fisherman's Colony Drain)
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
133.3
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
2.09
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
1.97
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
1.97
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
1.97
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.82
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
0.78
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
6.6
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M30 grade with minimum cement content of 350 kg /cum
7.13
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
69.3
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1.32
-
-
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.
556.57
-
-
Providing, supplying and installing coarse screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification
Notes: Framework: Pipe Section 30 x 30 x 3 mm, Vertical bars: Square Bar 12 mm Dia. Spacing between vertical bars: 40 mm
Coarse Screen - 40 mm Opening
1
-
-
Providing, supplying and installing fine screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification
Notes: Framework: Pipe Section 30 x 30 x 3 mm, Vertical bars: Square Bar 12 mm Dia. Spacing between vertical bars: 10 mm
Fine Screen - 10 mm Opening
1
-
-
Providing, supplying and installation of FRP gates with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame: 30 x 30 x 3 mm FPR Sheet: 10 mm Thick
FRP Gates
3
-
-
Providing, supplying and installation of FRP Baffle with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame: 30 x 30 x 3 mm FPR Sheet: 6 mm Thick
FRP Baffle
7
-
-
Providing and supplying Floating Beds treatment unit as per the specification provided by IIT Bombay. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Floating Beds
14.4
-
-
Providing, supplying and application of Bio-Culture, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Note: Bio-culture solution of 1% concentration shall be used for dosing in floating beds.
Bio-Culture - 1% Conc.
450
-
-
Providing, supplying and application of Growth Hormone, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited). Note: Growth Hormone solution of 1% concentration shall be used for dosing in floating beds
Growth Hormones - 1 % Conc.
450
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
300 mm dia. RCC pipes
35
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
250
-
-
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
50
-
-
U-PVC coupler for UPVC drainage pipes 75 mm
10
-
-
U-PVC single equal Tee (without door) 75x75x75 mm
10
-
-
U-PVC bend 87.5° 75 mm bend
10
-
-
Providing access platform for removal of floating matter and cantilever platform for connecting the access platforms
Access and Cantilever Platform
1
-
-
Operational and Maintenance Works of the N-Plant at Fisherman's Colony Drain.
5
-
-
South Point, Junglighat and Dollygunj Area (iii. Mazar Pahad Drain)
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
1300
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
10.8
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Ordinary rock
27
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Hard rock (blasting prohibited)
10.8
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
0.64
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
25
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
62.05
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
62.37
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
8.05
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
6.3
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
38.42
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
8.7
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
68
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
32.4
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M30 grade with minimum cement content of 350 kg /cum
41.23
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
17.74
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
180
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
204
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
13.17
-
-
Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5
1
-
-
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.
5752.56
-
-
Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km.
Excavated rock
48.6
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 cement : 6 coarse sand).
1.13
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
4
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster
5.84
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
5
-
-
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
151.5
-
-
uPVC coupler for UPVC drainage pipes 75 mm
35
-
-
uPVC single equal Tee (without door) 75x75x75 mm
11
-
-
UPVC bend 87.5° 75 mm bend
15
-
-
Providing and fixing 15 mm C.P. brass tap for disinfection
2
-
-
Providing Manpower for fixing the assembly for disinfection Fitter (Grade 1)
2
-
-
Providing, supplying and installing Coarse screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete
Frame work : Pipe Section 50 x 50 x 3 mm, Vertical bars : Square Bar 12 mm Dia. Spacing between vertical bars : 40 mm
Coarse Screen - 40 mm Opening
2
-
-
Providing, supplying and installing fine screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.
Frame work : Pipe Section 50 x 50 x 3 mm, Vertical bars : Square Bar 12 mm Dia. Spacing between vertical bars : 10 mm
Fine Screen - 10 mm Opening
2
-
-
Providing, supplying and installation of FRP gates with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame: 30 x 30 x 3 mm FPR Sheet: 10 mm Thick
FRP Gates
22
-
-
Providing, supplying and installation of FRP Baffle with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame: 30 x 30 x 3 mm FPR Sheet : 6 mm Thick
FRP Baffle
70
-
-
Providing and supplying Bio-Curtain treatment units as per specification provided by IIT Bombay including cutting and fixing of coconut coir rope on MS square pipe of size 30 x 30 x 3 mm.
Bio-Curtain Treatment Unit
21
-
-
Providing and supplying Bio-Mat treatment units as per specification provided by IIT Bombay including cutting and fixing of PVC Plastic mesh into cylindrical shape, filling of coconut coir and fixing bio mat on MS square pipe of size 30 x 30 x 3 mm etc. complete
Bio-Mat Treatment Unit
21
-
-
Providing and supplying Floating Beds treatment unit as per the specification provided by IIT Bombay. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Floating Beds
294
-
-
Providing, supplying and application of Bio-Culture, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Note: Bio-culture solution of 1% concentration shall be used for dosing in floating beds.
Bio-Culture - 1% Conc.
500
-
-
Providing, supplying and application of Growth Hormone, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited). Note: Growth Hormone solution of 1% concentration shall be used for dosing in floating beds
Growth Hormones - 1 % Conc.
500
-
-
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.
178.2
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
127.5
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
300 mm dia. R.C.C. pipe
30
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1500
-
-
Operational and Maintenance Works of the N-Plant at Mazar Pahad Drain
5
-
-
South Point, Junglighat and Dollygunj Area (iv. Uma Bakery Drain)
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
874
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
2.59
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Ordinary rock
5.18
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Hard rock (blasting prohibited)
3.89
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge.
Excavation in All Kinds of Soil
1.49
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
10
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
16.96
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
17.28
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
4
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
8
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
25.98
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass concrete
25
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
13.6
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
136
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
7.78
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns
38.88
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M30 grade with minimum cement content of 350 kg /cum
30.89
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
10.08
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
60.48
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
238
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
8.59
-
-
Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5
1
-
-
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.
2866.43
-
-
Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km.
Excavated rock
11.66
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1.49
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 cement : 6 coarse sand).
0.79
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
2.8
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster
4.08
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
3.8
-
-
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
151.5
-
-
UPVC bend 87.5° 75 mm bend
15
-
-
uPVC coupler for UPVC drainage pipes 75 mm
15
-
-
Providing and fixing 15 mm C.P. brass tap for disinfection
2
-
-
Providing Manpower for fixing the assembly for disinfection Fitter (Grade 1)
2
-
-
Providing, supplying and installing Coarse screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification
Frame work: Pipe Section 50 x 50 x 3 mm, Vertical bars: Square Bar 12 mm Dia. Spacing between vertical bars: 40 mm
Coarse Screen - 40 mm Opening
2
-
-
Providing, supplying and installing fine screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification
Frame work: Pipe Section 50 x 50 x 3 mm, Vertical bars: Square Bar 12 mm Dia. Spacing between vertical bars: 10 mm
Fine Screen - 10 mm Opening
2
-
-
Providing, supplying and installation of FRP gates with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame : 30 x 30 x 3 mm FPR Sheet : 10 mm Thick
FRP Gates
18
-
-
Providing, supplying and installation of FRP Baffle with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame : 30 x 30 x 3 mm FPR Sheet : 6 mm Thick
FRP Baffle
50
-
-
Providing and supplying Bio-Curtain treatment units as per specification provided by IIT Bombay including cutting and fixing of coconut coir rope on MS square pipe of size 30 x 30 x 3 mm.
Bio-Curtain Treatment Unit
13
-
-
Providing and supplying Bio-Mat treatment units as per specification provided by IIT Bombay including cutting and fixing of PVC Plastic mesh into cylindrical shape, filling of coconut coir and fixing bio mat on MS square pipe of size 30 x 30 x 3 mm etc. complete
Bio-Mat Treatment Unit
13
-
-
Providing and supplying Floating Beds treatment unit as per the specification provided by IIT Bombay. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Floating Beds
198.8
-
-
Providing, supplying and application of Bio-Culture, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Note: Bio-culture solution of 1% concentration shall be used for dosing in floating beds.
Bio-Culture - 1% Conc.
650
-
-
Providing, supplying and application of Growth Hormone, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited). Note: Growth Hormone solution of 1% concentration shall be used for dosing in floating beds
Growth Hormones - 1 % Conc.
650
-
-
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.
101.2
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
127.5
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
150 mm dia. R.C.C. pipe
40
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
500
-
-
Operational and Maintenance Works of the N-Plant at Uma Bakery Drain
5
-
-
South Point, Junglighat and Dollygunj Area (v. Telugu Basthi Drain)
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
1587.5
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
7.78
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Ordinary rock
19.44
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Hard rock (blasting prohibited)
7.78
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
30
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
43.73
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
43.73
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
4.85
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
9.7
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
105.83
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
9.6
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
96
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
23.33
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing
and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M30 grade with minimum cement content of 350 kg /cum
102.31
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
28.09
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
220.32
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
816
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
6.95
-
-
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.
9425.73
-
-
Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km.
Earth
35
-
-
Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5
1
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 cement : 6 coarse sand).
0.79
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
2.8
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster
4.08
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
3.8
-
-
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
251.5
-
-
UPVC bend 87.5° 75 mm bend
15
-
-
uPVC coupler for UPVC drainage pipes 75 mm
15
-
-
Providing and fixing 15 mm C.P. brass tap for disinfection 25mm dia
2
-
-
Providing Manpower for fixing the assembly for disinfection Fitter (Grade 1)
2
-
-
Providing, supplying and installing Coarse fine screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete
Frame work : Pipe Section 50 x 50 x 3 mm, Vertical bars : Square Bar 12 mm Dia. Spacing between vertical bars : 40 mm
Coarse Screen - 40 mm Opening
3
-
-
Providing, supplying and installing Coarse fine screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.
Frame work : Pipe Section 50 x 50 x 3 mm, Vertical bars : Square Bar 12 mm Dia. Spacing between vertical bars : 10 mm
Fine Screen - 10 mm Opening
3
-
-
Providing, supplying and installation of FRP gates with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame : 30 x 30 x 3 mm FPR Sheet : 10 mm Thick
FRP Gates
33
-
-
Providing, supplying and installation of FRP Baffle with supporting structure in MS steel section as per the design and drawing provided with following specification
Notes: Steel Work for Frame : 30 x 30 x 3 mm FPR Sheet : 6 mm Thick
FRP Baffle
117
-
-
Providing and supplying Bio-Curtain treatment units as per specification provided by IIT Bombay including cutting and fixing of coconut coir rope on MS square pipe of size 30 x 30 x 3 mm.
Bio-Curtain Treatment Unit
27
-
-
Providing and supplying Bio-Mat treatment units as per specification provided by IIT Bombay including cutting and fixing of PVC Plastic mesh into cylindrical shape, filling of coconut coir and fixing bio mat on MS square pipe of size 30 x 30 x 3 mm etc. complete
Bio-Mat Treatment Unit
27
-
-
Providing and supplying Floating Beds treatment unit as per the specification provided by IIT Bombay. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Floating Beds
728
-
-
Providing, supplying and application of Bio-Culture, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited).
Note: Bio-culture solution of 1% concentration shall be used for dosing in floating beds.
Bio-Culture - 1% Conc.
880
-
-
Providing, supplying and application of Growth Hormone, as specified by Engineer-in-charge. The item shall be procured from IIT Bombay exclusive technology provider – SINE IIT Bombay Company (EMERGY Enviro Private Limited). Note: Growth Hormone solution of 1% concentration shall be used for dosing in floating beds
Growth Hormones - 1 % Conc.
880
-
-
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.
404.8
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
180
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
150 mm dia. R.C.C. pipe
50
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
880
-
-
Operational and Maintenance Works of the N-Plant at Telugu Basthi Drain.
5
-
-
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