Survey, Planning, Designing, Drawing, supplying and installing including Operation and Maintenance for five (05) years of Sewage treatment plant at Kalyani Colony under SDOCM of Dhori area on TURNKEY basis.

Item Description/ Heading

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate of 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design for 150 mm dia pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate of 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design for 300 mm dia pipe

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

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

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : 19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Designing, Planning, Supplying, installing, testing and commissioning of STP/ETP of SBR(Sequential Batch Reactor) technology including civil works (except Plant Room), tertiary treatment etc. for building/campus, complete in all respect as per direction of EIC. Capacity of STP:- 50 KLD.

Plant Room of RCC and Brickwork of suitable size as per requirement.(50sqm)

Day to day operation and maintenance of the STP plant and Sewage network providing of all required fittings, consumables, required spares etc.

Total impact of GST for the purpose of CTC

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Instructions

PLEASE FILL UP ALL THE DETAILS IN TWO TABS 1. WORK EXP [PLEASE REFER CLAUSE 8 (A) OF NIT] 2. Turnover & Net Worth [PLEASE REFER CLAUSE 8 (B) & 8(C)OF NIT]

WORK EXPERIENCE

1. For Single Similar Nature of Work Please Fill Up SL. No.1 (Row No. 14) 2. For Two Similar Nature of Work Please Fill Up SL. No.1 and Sl. No. 2 (Row No. 14 & 15) 3. For Three Similar Nature of Work Please Fill Up SL. No.1 and Sl. No. 2 and Sl. No. 3 (Row No. 14 ,15 & 16) 4. Bidders are instructed to put numeric value in column E (Share in Experience)

Estimated Contract Value(ECV) in ₹ :

Required Single Work for each not less than in ₹ :

Required Two Work for each not less than in ₹ :

Required Three Work for each not less than in ₹ :

Start Date : 01.03.2016

End Date : 28.02.2026

Financial Turnover and Net Worth

Logical Criteria #1

AGREED or DISAGREED

EQUAL or MORE than

EQUAL or LESS than

YES or NO

BETWEEN

Details of FINANCIAL TURNOVER of Bidder as per Clause No.8 (B) of NIT:

The Bidder must have an Average annual financial turnover during the last 3(three) years, ending 31st March of 2020, at least 30% of the estimated cost (i.e. 30% of INR 7816336000.00) INR 2344900800.00 put to tender

Details of FINANCIAL TURNOVER of Bidder as per Clause No.6 (B) of NIT:

ANNUAL FINANCIAL TURNOVER during the latest past 03 consecutive years. [Please refer 8 (B) of NIT]: Please Enter the Financial Turnover of Bidder

INDIAN RUPEE (INR)

Average annual Turnover (Minimum INR 40,98,149.32)

Net Worth of Bidder as per Clause No.8 (C) of NIT:

Evidence of possessing adequate working capital (20% of the Estimated cost of this work) INR 48814600.00 as per Clause 6(C) of NIT

WORKING CAPITAL of Bidder as per Clause No.6 (C) of NIT:

Details of adequacy of Net worth. [Please refer 8 (C) of NIT]: Please Enter the Net Worth of Bidder

INDIAN RUPEE (INR)

INDIAN RUPEE (INR)

INDIAN RUPEE (INR)

INDIAN RUPEE (INR)

INDIAN RUPEE (INR)

TOTAL (Minimum INR 13,66,049.77)