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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.5 L+₹1.7 L (29.9%)Rejected-Finance | L2 | Rejected-Finance HIGH QUOTED | |
| 3 | Rejected-Technical H NO 5 117 BODUPPAL INDIRANAGAR COLONY GHATKESAR MANDAL HYDERABAD 500092 | MEDCHAL MALKAJGIRI | TELANGANA | 500092 | - | Rejected-Technical HARD COPY NOT RECEIVED |
Tender Value
₹6.5 L
EMD Value
₹12,980
Closing Date
23 Jan 2023, 5:00 pmClosed
ESTATE MANAGER EMU R AND D NASIK
ESTATE MANAGER, ESTATE MANAGEMENT UNIT (R AND D) NASIK, DRDO OJHAR TOWNSHIP, POST BOX NO 24, NASIK 422207. TEL NO- 02550-282536
REPAIRING AND MAINTENANCE OF SEWAGE DISPOSAL SYSTEM FOR VARIOUS BUILDINGS AT ACEM LABORATORY UNDER EMU (RANDD), NASIK
2023_DRDO_733524_1
8001/EMU/NSK/OANDM/SP-10/22-23
Limited
Civil Works
Item Rate
365 days
VARIOUS BLDGS ACEM LAB, AMBE HILL, NASIK
4 documents required · 4 mandatory
₹500
Yes
ESTATE MANAGER, EMU(R AND D), NASIK
₹12,980
Yes
1 Feb 2023
6 Jan 2023
25 Jan 2023
6 Jan 2023
23 Jan 2023
6 Jan 2023
Amount
“Repairing and Maintenance of Sewage Disposal System for Various Buildings at ACEM Laboratory under EMU(R&D), Nasik” as per scope of works attached as Appendix-‘A’.
Excavation of Exiesting seweage Pipe Line.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.
All kinds of soil.
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.
Sewage Pit Cleaning by adding Bleching powder etc.
Disposal of sewage(soak pit) through mechnical driven system to the near by sewer line of local authority/dispose off aprroved area by engineer incharge/project manager.
PCC-1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
Rectangular shape 600x450 mm internal dimensions
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
For pipes 100 to 250 mm diameter
Replacment of Exiesting damage sewerage pipe line & providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design & Relevent IS Code :
150 mm diameter S.W. pipe
Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge
Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
Supplying and making cable/Sewage route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required.
Supplying and fixing cable/Sewage route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /weIded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.
J J CONSTRUCTIONS
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