Municipal Council Tender
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Municipal Council Tender
Solid Waste Management
Eprocure
Opening Date21 Oct 2024
Closing Date20 Nov 2024
Tender Amount₹ 7,42,91,757
Costs
EMD
₹ 14,85,835Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PMBC_16097_1Tender No
04/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
62.28
-
-
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)
14.54
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
48.6
-
-
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)
4.86
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
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 upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
20.52
-
-
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
22.87
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
63.06
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
41.94
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
148.2
-
-
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).
3.02
-
-
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.
30.18
-
-
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.
2980.02
-
-
Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km.
Excavated rock
1231.82
-
-
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.
5.78
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
5.5
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
5.5
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
5.5
-
-
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.
1500
-
-
Providing, supplying and installing coarse screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification Coarse Screen - 40 mm Opening
6
-
-
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
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
6
-
-
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
72
-
-
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) Note: Length of Floating Beds Zone= 135 m
Floating Beds
1417.5
-
-
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.
2000
-
-
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.
2000
-
-
Operational and Maintenance Works of the N-Plant at Corbyn's Cove Drain (Stretch- A).
5
-
-
Corbyn’s Cove Drain (Stretch-B)
-
-
-
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.
4572.5
-
-
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.
All kinds of soil
796.5
-
-
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.
Ordinary rock
111.98
-
-
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)
31.06
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
100.98
-
-
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)
10.1
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
13.5
-
-
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
43.85
-
-
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
39.56
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
87.42
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
50.94
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
316.68
-
-
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).
6.58
-
-
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.
65.8
-
-
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.
5709.31
-
-
Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km.
Excavated rock
939.54
-
-
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.
7.09
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum
6.75
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size
6.75
-
-
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size
6.75
-
-
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.
250
-
-
Providing, supplying and installing Coarse screen fabricated using rectangular hollow steel section as per the detailed design and drawing provided with the following specification
Coarse Screen - 40 mm Opening
8
-
-
Providing, supplying and instaling 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
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
8
-
-
Providing, supplying and installtion 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
40
-
-
Providing, supplying and installtion 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
160
-
-
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) Note: Length of Floraft Zone= 10 m Length of Settling Zone = 10 m
Floating Beds
3250
-
-
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).
Bio Culture - 1 % Conc.
5700
-
-
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.
5700
-
-
Operational and Maintenance Works of the N-Plant at Corbyn's Cove Drain (Stretch- B).
5
-
-
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