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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-Finance | ₹7.9 L | L1 | Accepted-Finance Documents as per order |
| 2 | L2₹8.1 L+₹17,738.49 (2.24%)Accepted-Finance | ₹8.1 L+₹17,738.49 (2.24%) | L2 | Accepted-Finance Documents as per order |
| 3 | L3₹8.6 L+₹67,488.40 (8.53%)Accepted-Finance | ₹8.6 L+₹67,488.40 (8.53%) | L3 | Accepted-Finance Documents as per order |
| 4 | L4₹8.9 L+₹98,295.49 (12.4%)Accepted-Finance | ₹8.9 L+₹98,295.49 (12.4%) | L4 | Accepted-Finance Documents as per order |
| 5 | L5₹9.0 L+₹1.1 L (13.5%)Accepted-Finance | ₹9.0 L+₹1.1 L (13.5%) | L5 | Accepted-Finance Documents as per order |
Tender Value
Refer Docs
EMD Value
₹19,991
Closing Date
5 Apr 2021, 4:00 pmClosed
EE (Civil) SHQ BSF Malda under FTR HQ SB
SHQ BSF Malda
Providing and installation of Iron removal plant of 32 cum per hour at location SHQ BSF Berhampore
2021_BSF_623596_1
17/Engg ( C)/SHQ BHP/e- NIT/2020-21
Open Tender
Civil Works
Item Rate
120 days
SHQ BSF BHP
As per tender document
3 documents required · 3 mandatory
₹500
DIG BSF BHP PUBLIC FUND A/C No- 30026379642
₹19,991
21 Apr 2021
22 Mar 2021
6 Apr 2021
22 Mar 2021
5 Apr 2021
22 Mar 2021
22 Mar 2021 - 5 Apr 2021
Amount
Designing, supplying, fitting, fixing and commissioning pressure type iron elimination plant of capacity 32 Cum per hour consisting of 1 No. Pressure vessel with frontal pipe line, C.I. Diaphragm valve, pressure gauge, sampling cocks provided with internal distribution and collectin system with graded gravels and catalytic filtering media etc. with design fabrication and supply of vertical type cylindrical M.S Shell (IS:2062) as per following details :(a) No. of Unit-1(One) No, (b) Type of Unit- Cylindrical Vertical, ( C) Flow- (i) Capacity at normal flow- 3200 lph, (ii) Maximum flow-33000 lph, (d) Size of the Unit (i) Diametre- 1500 mm, (ii) Height-2400 mm, (e) Thickness of plate Vessel (i) Shell-8 mm, (ii) Dish end- 8 mm (iii) Bed plate- 10 mm (f) Material for construction- Mild steel as per IS:2062, (g) Pressure condition (i) Minimum Working Pressure-2.5kg/sqm, (ii) Maximum Working pressure- 4.0kg/sqm, (iii) Hydraulic test pressure- 6.0kg/sqm (h) Painting Details, (i) Internal- 2(two) coats of anticorrosive epoxy paint (ii) External-2(Two) coats of red lead oxide primer and 2(two) coats of synthetic enamel paint of approved brand and manufacture (I) Support details- R.S joist of approved design and section to be provided (J) manhole details, (i) Number- 1(one) No., (ii)Type-- Circular(iii) Size- 450 mm (iv) Material- Mild steel Conforming To IS:2062, (k) Hand hole details (i)Number- 1(one) No (ii) Type- Circular(iii) Size- 150 mm(iv) Material- Mild steel Conforming To IS:2062, (m) Back washing filter (i) Type of water to be used Filtered water from reservoir (ii)Flow rate duration-10 to 15 minute(iii) Back wash Water head- 10 metre water column (n) Accessories to be provided (i)Sampling cocks-2(two) Nos(ii) Pressure gauge-2(two) Nos.(iii) Iron Test Kit-1(one) no.(o) Type of pipe line work(i) Type of pipe-M.S double ended flanged pipe(ii) Type of Valves- C.I diaphragm valves(iii) Pipe diametre - 80 mm, (p) Under bed draw of system(i) Type- Strainer on plate(ii) Material- Mild Steel Conforming to IS:2062(q) Supporting bed details(i) Type-Graded gravel of sieve as below1. 25 mm to 20 mm2.20 mm to 12 mm3.12 mm to 6 mm4.6 mm to 3 mm(ii) Bed depth 450 mm®( R) Filter media details(i) Type- sand,Anthracite(ii) Specification-1.Sand of mesh (-)16/32, Bed Depth-450 mm, 2. Anthracite of mesh 1.5 mm to 3 mm Bed depth-450 mm(s) Inter Connected pipe line- 80 mm
Design fabrication and supply of oxidation chamber vertical type cylindrical pressure vessel made of M.S plate conforming to IS:2062- wall thickness 8 mm, 750 mm diametre and 1000 mm height with provision of inlet/ outlet pipe connecting air scouring arrangements with 2(two) coats of anticorrosive epoxy paint applied internally and 2(two) coats of synthetic enamel over 2(two) coats of red oxide primer applied externally. The vessel should be fitted with required R.S.J section legs capacity to take requistie load and vibration/ i/c fitting and fixing properly in Cement Concrete foundation of mix as required all complete (a) No. of Units- 1(one) No.(b) Size of the unit (i) Diameter- 750 mm (ii) Height- 1000 mm ( c) Purpose of unit- To provide necessary contact arrangements for completion for oxidation reaction (d) Filling material (i) Type- Highly porous ore of Mn02, (ii) Size- 20 mm to 12 mm
Design, fabrication and supply of Air compresser complete with fly wheel suction filter, Air receiver , pressure switch, relief valve. Delivery valve. Drain cock, V-belt, belt guard, motor pully, matching motor strata etc. aasembled to a single unit of the following details(i) No. of units- 1(one) No.(ii) Type of units- Reciprocal horizontal (iii) Capacity- 750 cfm (iv) Discharge head- 6 kg/sqcm (v) Material of construction- Iro (vi) Manufacture-ELGE/MACHE or equivalent as approved by Engineer-in-charge (vii) Motor power- 2 HP Voltage, Phase, frequency- 440 volts.3 phase,50 cycle/seconds
Providing & installation of 1 No. Chlorination Pump of six LPH litre per hour capacity of "Edose" brand or its equivalent i/c relevant electrical accessories complete as per direction of Engineer-in-charge.
Providing & installation of 1 No. Alum pot made by cast iron size 450X 300 mm 10 mm thick with all brass fittings all complete as per direction of Engineer-in-charge.(a) Painting Details (i) Internal- 2(two) coats of anticorrosive epoxy paint (ii) External-2(Two) coats of red lead oxide primer and 2(two) coats of synthetic enamel paint of approved brand and manufacture (b) Support details- R.S joist of approved design and section to be provided
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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
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)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m²
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) sqm
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
Watreat Engineers
ARUN KUMAR DAS.
ATZ SSS CORP (REGD)
ADRIJA ENTERPRISE
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