Municipal Council Tender

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Municipal Council Tender

Works

Eprocure

South Andaman, Andaman & Nicobar Islands

Opening Date11 Mar 2025

Closing Date3 Apr 2025

Tender Amount₹ 8,91,76,189

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Costs

EMD
₹ 17,83,524
Document Cost
Refer Documents
Tender Fee
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Summary

Installation Of N-treat Based In-situ Nallah Treatment For Port Blair Municipal Council - Drains In Junglighat And Phoenix Bay Area

Description

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Installation of N-Treat Based In-Situ Nallah Treatment for Port Blair Municipal Council - Drains in Junglighat and Phoenix Bay Area (i. LIC Office Frontside Drain, ii. Dignabad Drain, iii. Road Kalyan Mandapam Drain, iv. NGO Colony Drain and v. Ayush Hospital Drain vi. Prem Nagar Burning Ghat Drain).

Contact

Tender Id
2025_PMBC_17954_1
Tender No
14/EE-III/SWM/MC/2024-25
Tender Authority
Municipal Council View
Purchaser Address
-
Website
http://eprocure.andaman.gov.in

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Documents

Tender Notice-1254.8 kBTendernotice_1.pdf

Tender Notice

BOQ-1426.0 kBBOQ_19078.xls

Price Bid

Document-21.1 MBDocument.pdf

Tender Document

Document-147.2 kBTender_Detail_2025...Tender_Detail_2025_PMBC_17954_1.html

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BOQ Items

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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.

Quantity1.73

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Amount -

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

Quantity12.81

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Amount -

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)

Quantity5.45

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Amount -

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Quantity1596

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size

Quantity61

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Amount -

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)

Quantity165.18

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Amount -

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

Quantity389.9

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Amount -

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

Quantity6.64

Rate-

Amount -

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

Quantity118.95

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Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Quantity127.74

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Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Quantity85.99

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Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Quantity326.16

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Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity423

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Amount -

Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5

Quantity3

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Amount -

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).

Quantity9.28

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Amount -

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.

Quantity92.61

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Amount -

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.

Quantity32445.55

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Amount -

Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km. Excavated rock

Quantity2088.2

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Amount -

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.

Quantity7.04

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Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum

Quantity6.7

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75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size

Quantity6.7

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Amount -

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 : 250 mm dia. R.C.C. pipe

Quantity150

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Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Quantity2035

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Amount -

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)

Quantity2.87

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Amount -

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

Quantity10.3

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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster

Quantity13.71

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Amount -

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.

Quantity13.46

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U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia

Quantity470

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uPVC coupler for UPVC drainage pipes 75 mm

Quantity45

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UPVC bend 87.5° 75 mm bend

Quantity45

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Providing and fixing 15 mm C.P. brass tap for disinfection

Quantity6

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Providing Manpower for fixing the assembly for disinfection Fitter (Grade 1)

Quantity6

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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 - For Stretch A

Quantity2

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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 - For Stretch B

Quantity4

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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 - For Stretch C

Quantity2

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Amount -

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: 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 - For Stretch A

Quantity2

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Amount -

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: 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 - For Stretch B

Quantity4

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Amount -

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: 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 - For Stretch C

Quantity2

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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- Stretch A

Quantity18

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Amount -

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- Stretch B

Quantity28

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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- Stretch C

Quantity10

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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 - Stretch A

Quantity56

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Amount -

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 - Stretch B

Quantity76

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Amount -

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 - Stretch C

Quantity30

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Amount -

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 - Stretch A

Quantity13

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Amount -

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 - Stretch B

Quantity13

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Amount -

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 - Stretch C

Quantity13

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Amount -

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- Stretch A

Quantity13

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Amount -

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- Stretch B

Quantity13

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Amount -

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 -Stretch A

Quantity224

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Amount -

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 -Stretch B

Quantity330

Rate-

Amount -

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 -Stretch C

Quantity45.4

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Amount -

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. -Stretch A

Quantity1600

Rate-

Amount -

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. -Stretch B

Quantity2600

Rate-

Amount -

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. -Stretch C

Quantity35

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Amount -

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.-Stretch A

Quantity1600

Rate-

Amount -

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.-Stretch B

Quantity2600

Rate-

Amount -

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.-Stretch C

Quantity35

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Quantity2044.02

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Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (i. LIC Office Frontside Drain - Stretch A)

Quantity5

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Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (i. LIC Office Frontside Drain - Stretch B)

Quantity5

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Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (i. LIC Office Frontside Drain - Stretch C)

Quantity5

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Junglighat and Phoenix Bay Area (Dignabad Drain)

Quantity-

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Amount -

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.

Quantity120

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Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size

Quantity2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum

Quantity2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size

Quantity2

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Amount -

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.

Quantity4

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Amount -

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)

Quantity8.25

Rate-

Amount -

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).

Quantity0.35

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Amount -

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.

Quantity7.92

Rate-

Amount -

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

Quantity0.24

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Quantity1.6

Rate-

Amount -

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.

Quantity15.07

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Amount -

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 : 100 mm dia. RCC pipes

Quantity50

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Amount -

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia

Quantity3

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Amount -

uPVC coupler for UPVC drainage pipes 75 mm

Quantity2

Rate-

Amount -

UPVC bend 87.5° 75 mm bend

Quantity2

Rate-

Amount -

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

Quantity1

Rate-

Amount -

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

Quantity1

Rate-

Amount -

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

Quantity2

Rate-

Amount -

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

Quantity6

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Amount -

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

Quantity34

Rate-

Amount -

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.

Quantity140

Rate-

Amount -

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.

Quantity140

Rate-

Amount -

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Quantity240

Rate-

Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (Dignabad Drain)

Quantity5

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Amount -

Junglighat and Phoenix Bay Area (Kalyan Mandapam Drain)

Quantity-

Rate-

Amount -

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.

Quantity525

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Amount -

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.

Quantity4

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum

Quantity2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size

Quantity2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size

Quantity2

Rate-

Amount -

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)

Quantity8.53

Rate-

Amount -

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

Quantity16.98

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Quantity6.3

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity201.5

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Quantity5.29

Rate-

Amount -

Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5

Quantity1

Rate-

Amount -

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.

Quantity1298.63

Rate-

Amount -

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).

Quantity1.13

Rate-

Amount -

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

Quantity4

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Amount -

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster

Quantity5.84

Rate-

Amount -

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.

Quantity5

Rate-

Amount -

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia

Quantity151.5

Rate-

Amount -

uPVC coupler for UPVC drainage pipes 75 mm

Quantity5

Rate-

Amount -

UPVC bend 87.5° 75 mm bend

Quantity5

Rate-

Amount -

Providing and fixing 15 mm C.P. brass tap for disinfection

Quantity2

Rate-

Amount -

Providing Manpower for fixing the assembly for disinfection Fitter (Grade 1)

Quantity2

Rate-

Amount -

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

Quantity2

Rate-

Amount -

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

Quantity2

Rate-

Amount -

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

Quantity9

Rate-

Amount -

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

Quantity27

Rate-

Amount -

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

Quantity13

Rate-

Amount -

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

Quantity13

Rate-

Amount -

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

Quantity123.25

Rate-

Amount -

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.

Quantity1230

Rate-

Amount -

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.

Quantity1230

Rate-

Amount -

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.

Quantity101.2

Rate-

Amount -

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

Quantity97.5

Rate-

Amount -

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

Quantity40

Rate-

Amount -

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Quantity1000

Rate-

Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (Kalyan Mandapam Drain)

Quantity5

Rate-

Amount -

Junglighat and Phoenix Bay Area (NGO Colony Drain Stretch A and Stretch B )

Quantity-

Rate-

Amount -

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.

Quantity614

Rate-

Amount -

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

Quantity221.1

Rate-

Amount -

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.

Quantity75

Rate-

Amount -

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

Quantity184.25

Rate-

Amount -

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Quantity368.5

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with Moorum

Quantity375.7

Rate-

Amount -

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.

Quantity10.4

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size

Quantity5.2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size

Quantity5.2

Rate-

Amount -

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)

Quantity36.85

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases for columns

Quantity31

Rate-

Amount -

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

Quantity73.7

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Quantity62

Rate-

Amount -

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

Quantity93.45

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity924

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Quantity7.02

Rate-

Amount -

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.

Quantity7319.34

Rate-

Amount -

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 : 100 mm dia. R.C.C. pipe

Quantity65

Rate-

Amount -

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Quantity300

Rate-

Amount -

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia

Quantity40

Rate-

Amount -

uPVC coupler for UPVC drainage pipes 75 mm

Quantity10

Rate-

Amount -

UPVC bend 87.5° 75 mm bend

Quantity10

Rate-

Amount -

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 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 Stretch A

Quantity1

Rate-

Amount -

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 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 Stretch B

Quantity1

Rate-

Amount -

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 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 Stretch A

Quantity1

Rate-

Amount -

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 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 Stretch B

Quantity1

Rate-

Amount -

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 Stretch A

Quantity7

Rate-

Amount -

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 Stretch B

Quantity6

Rate-

Amount -

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 Stretch A

Quantity18

Rate-

Amount -

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 Stretch B

Quantity15

Rate-

Amount -

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 Stretch A

Quantity16

Rate-

Amount -

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 Stretch A

Quantity78.3

Rate-

Amount -

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 Stretch B

Quantity42

Rate-

Amount -

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. Stretch A

Quantity100

Rate-

Amount -

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. Stretch B

Quantity50

Rate-

Amount -

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. Stretch A

Quantity100

Rate-

Amount -

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.Stretch B

Quantity50

Rate-

Amount -

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.

Quantity50.6

Rate-

Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (NGO Colony Drain Stretch A)

Quantity5

Rate-

Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (NGO Colony Drain Stretch B)

Quantity5

Rate-

Amount -

Junglighat and Phoenix Bay Area (Ayush Hospital Drain)

Quantity-

Rate-

Amount -

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.

Quantity231

Rate-

Amount -

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

Quantity139.4

Rate-

Amount -

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Quantity136

Rate-

Amount -

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).

Quantity13.81

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete

Quantity16

Rate-

Amount -

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

Quantity27.2

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns

Quantity32

Rate-

Amount -

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

Quantity38.63

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity384

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Quantity1.56

Rate-

Amount -

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.

Quantity4737

Rate-

Amount -

Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km. Excavated rock

Quantity139.4

Rate-

Amount -

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.

Quantity2.47

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum

Quantity2.17

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size

Quantity2.17

Rate-

Amount -

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 : 250 mm dia. R.C.C. pipe

Quantity30

Rate-

Amount -

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia

Quantity12

Rate-

Amount -

UPVC bend 87.5° 75 mm bend

Quantity6

Rate-

Amount -

uPVC coupler for UPVC drainage pipes 75 mm

Quantity6

Rate-

Amount -

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

Quantity1

Rate-

Amount -

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

Quantity1

Rate-

Amount -

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

Quantity3

Rate-

Amount -

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

Quantity10

Rate-

Amount -

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

Quantity42

Rate-

Amount -

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.

Quantity280

Rate-

Amount -

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.

Quantity280

Rate-

Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (Ayush Hospital Drain)

Quantity5

Rate-

Amount -

Junglighat and Phoenix Bay Area (Prem Nagar Burning Ghat Drain)

Quantity-

Rate-

Amount -

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.

Quantity254.53

Rate-

Amount -

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

Quantity129

Rate-

Amount -

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)

Quantity5.85

Rate-

Amount -

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

Quantity6.28

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity75.6

Rate-

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Quantity4.08

Rate-

Amount -

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.

Quantity483.4

Rate-

Amount -

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).

Quantity6.51

Rate-

Amount -

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.

Quantity90.32

Rate-

Amount -

Carriage of Materials by Mechanical Transport including loading,unloading and stacking with lead upto 02 Km. Earth

Quantity129

Rate-

Amount -

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.

Quantity4

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Moorum

Quantity2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 20 mm nominal size

Quantity2

Rate-

Amount -

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size

Quantity2

Rate-

Amount -

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

Quantity45

Rate-

Amount -

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Quantity400

Rate-

Amount -

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia

Quantity20

Rate-

Amount -

UPVC bend 87.5° 75 mm bend

Quantity5

Rate-

Amount -

uPVC coupler for UPVC drainage pipes 75 mm

Quantity5

Rate-

Amount -

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 (Stretch - A)

Quantity1

Rate-

Amount -

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 (Stretch - B)

Quantity1

Rate-

Amount -

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 (Stretch - A)

Quantity1

Rate-

Amount -

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 (Stretch - B)

Quantity1

Rate-

Amount -

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

Quantity6

Rate-

Amount -

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

Quantity13

Rate-

Amount -

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

Quantity98.6

Rate-

Amount -

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.

Quantity780

Rate-

Amount -

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.

Quantity780

Rate-

Amount -

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

Quantity109.5

Rate-

Amount -

Operational and Maintenance Works of the N-Plant at Junglighat and Phoenix Bay Area (Prem Nagar Burning Ghat Drain)

Quantity5

Rate-

Amount -

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