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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.1 Cr+₹3.9 L (3.53%)Rejected-Finance 21 PASCHIM VIHAR EXTENSION NEW DELHI 110 063 | NEW DELHI | WEST DELHI | DELHI | 110063 | ₹1.1 Cr+₹3.9 L (3.53%) | L2 | Rejected-Finance Not being a lowest tenderer |
| 3 | L3₹1.3 Cr+₹20.4 L (18.6%)Rejected-Finance | ₹1.3 Cr+₹20.4 L (18.6%) | L3 | Rejected-Finance Not being a lowest tenderer |
| 4 | L4₹1.7 Cr+₹58.4 L (53.1%)Rejected-Finance V P O SAROTARI TEHSIL BAROH DISTRICT KANGRA PIN 176037 HP | KANGRA | HIMACHAL PRADESH | 176037 | ₹1.7 Cr+₹58.4 L (53.1%) | L4 | Rejected-Finance Not being a lowest tenderer |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
13 Feb 2023, 6:00 pmClosed
HQ CWE (U) DELHI CANTT-10
HQ CWE (U) DELHI CANTT-10
PROVN OF SEWAGE TREATMENT PLANT AT NARAINA BAGH NEW DELHI
2022_MES_572281_1
CA NO CWE (U)/D-29/2022-23
Open Tender
Civil Works
Lump-sum
910 days
HQ CWE (U) DELHI CANTT-10
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
GE (U) WATER SUPPLY DELHI CANTT-10
₹2.1 L
Yes
1 May 2023
30 Dec 2022
15 Feb 2023
30 Dec 2022
13 Feb 2023
31 Jan 2023
Amount
SCHEDULE `A` PART-I TO PART IX (PREPRICED BY MES) Note:- These schedule are prepriced by MES and prepriced rate indicated under Col-5 bidders to quote their rate under Col-6 only.
Sch 'A' Part-I (Building Works) (Ref pre priced Schedule attached seperately)(B/F from Ser page No 28).
Total amount of Sch 'A' Part II (Internal Water Supply) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 30).
Total amount of Sch 'A' Part III (Internal Electric Supply) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 33).
Total amount of Sch 'A' Part IV (External Electric Supply) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 36).
Total amount of Sch 'A' Part V (External water supply) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 37).
Total amount of Sch 'A' Part VI (Road path, Hard standing and Culverts) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 38).
Total amount of Sch 'A' Part VII (Sewage Treatment Plant) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 39).
Total amount of Sch 'A' Part VIII (Sewage disposal) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 41).
Total amount of Sch 'A' Part IX (Compound Wall / Gate /Fencing) (Ref pre priced Schedule attached seperately) (B/F from Ser page No 44).
Schedule ‘A’ Part-X (Miscellaneous Items) Note: This schedule is not pre-priced by MES and the prepriced rate indicated as "0.00" under Col 5 signifies this fact only.
(Internal Electric Supply) Supply and fixing of surface Decorative ultra Slim Round Profile LED Lighting fixture and Extruded Policarbonate, Environmental friendly , Energy Efficient 18 Watt connection complete all as specified & directed by Engineer-in -Charge. Make : Model No LH EX BLP 7PN1W018 of Havells or Equivalent Model of make specified in " List of approved manufacturers/makes"
Supply and fixing of Decorative wall light fixture made of Policarbonate, Suitable for 12Watt Spiral CFL B-22 Base connection complete all as specified.make :Modal No. LH FOWE1TZ1W012 of Hevells or Equivalent Model of make specified in " List of approved manufacturers/makes".
Supply and fixing of ventilation Air fan 200 mm sweep SP 230V , 50Hz, PVC body including louvre and making hole on wall and grouting the same connection complete all as specified & directed by Engineer-in -Charge. Make: Model no (Ventil air -DX White) of Havells or Equivalent Model of make specified " List of approved manufacturers/makes".
Supply and fixing of exhaust fan 450 mm sweep SP 230V , 50Hz,1400 RPM heavy duty including louvre and making hole on wall and grouting the same connection complete all as specified Make: Havells or Equivalent Model of make specified in " List of approved manufacturers/makes".
Supply and fixing ceilling fan 1200 mm sweep Single pole 230V , 50Hz complete with fan regulator and down rod connection complete all as specified & directed by Engineer-in -Charge. Make: Model No ES NEO of Havells or Equivalent Model of make specified in " List of approved manufacturers/makes".
(External Electric Supply) Boring of hole horizontally under road/pavement/hard standing or any other sitution by manual means for crossing of GI pipe/LT cable complete upto to 80mm bore and making good both the ends complete all as specified & directed by Engineer-in -Charge.
Supply and fixing MCCB 4 pole 63 Amp, 25 KA,adjustable type 415 Volts,50 Hz conforming to IEC 60947-II Thermal setting Range 70-100%(ICS=75%ICU) and fixed magneticsetting with encloser box out door weather proof, duly powder coated,front opening door and suitable for fixing on the wall complete all as specified & directed by Engineer-in -Charge.
Supply and fixing 80 watt LED street light new generation energy saving and environmental friendly long life LED street light made up of pressure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having TOP OPENING seperate driver compartment with IP66 protection and impact resistance of IK07with 10KV Built-in Surge Protection Device. including making connections with GI pipe 0.6mtr angle braket fixing on wall and connectng to ceiling rose with apropriate wire complete all as specified & directed by Engineer-in -Charge. Make/ Model No ENDURAPEARLPLUSSL80WLED757SASYTOPC or Equivalent Model of make specified in " List of approved manufacturers/makes".
Supply and fixing decrative gate light made up of high grade unbreakable polycarbonate material suitable for 20 Watt LED lamp B22 base including GI pipe fixing on gate and connection with apropriate wire complete all as specified & directed by Engineer-in -Charge. Make : Modal No. LHFXAMN1TN6F035 of Havells or Equivalent Model of make specified in " List of approved manufacturers/makes".
(External Water Supply) Material & Labour for cutting in position of 80 mm dia Gl pipe both side for taking branch connection supply and insertion of Tee 80mm x 80mm x 25mm including earth work of required size including all packing material & other fittings & fixtures for making the joint leak proof complete all as specified & directed by Engineer-in -Charge.
(Sewage Treatment Plant) Designing, Installation, Testing & Commissioning Sewage Treatment Plant MBBR Based of capacity 160 KLD at NSB Narayana at Delhi Cantt complete all as specified and as directedd with following specifications:-
CIVIL UNITS (1) BAR SCREEN CHAMBER- -01 nos Size : 1200mmx500mmx1000mm Civil construction RCC M30 (2) OIL AND GREASE TRAP- 01Nos, Size- 1350mmx1000mmx280mm+ 1m FB, MOC-Civil construction RCC M30 , Capacity- 1.56CUM (3) EQUALIZATION TANK- 01 Nos, , capacity- 50 CUM, size-4.5mx4.5mx2.5m+ 0.2m FB, Civil construction RCC M30 (4) TREATED WATER TANK -01 NOS capacity- 25.0 Cum, size- 3.0mx3.2mx2.6m+ 0.5 m FB, Civil construction RCC M30
ELECTRO- MECHANICAL FABRICATED ITEM (1 ) FINE BAR SCREEN ITEM - 01 Nos, size- 500mmx1000mm, CLEAR SPACING 6MM (MAX) MOC-SS (2) RAW SEWAGE TRANSFER PUMPS- 02 Nos (01W+01S), capacity- 6.25m3/hr, Head- 10-12m, MOC- CI, Type- NON-CLOG SUBMERSIBLE TYPE As per OEM. (3) ANOXIC TANK- 01 No, capacity- 14CUM,size- suitable as per manufracturer with minimum thichness of 3.14 mm , MOC- MSEP( 5mm thickness) (4) MBBR TANK 02 Nos CAPACITY 13.75cum( EACH ) SIZE 2.2MX2.0MX3.0M+0.5m FB MOC MSEP (5mm ) THICKNESS (5) TUBE SETTLER / LAMELLA SETTLER - 01 Nos, SURFACE AREA - 6.44SQM, size- 2.8mx2.3mx3.6m, +0.3m FB, +HB MOC- MSEP (5mm thickness)
(6) CHLORINE CONTACT CUM FILTER FEED TANK -01NOs CAPACITY -36.45 CUM Size- 4.5mx4.5mx1.8m, +0.3m FB , MOC- MSEP (5mm thickness) (7) SLUDGE HOLDING TANK - 01 Nos CAPACITY -12.0 CUM, Size- 2.2mx2.3mx2.3m, +0.3m FB , Civil construction RCC M30 WITH INSIDE EPOXY PAINTING (8) ANOXIC RECIRCULATION PUMP -02 Nos(1W+1S), capacity- 22 m3/hr ,HEAD 10 MTR of 2900 RPM, NON-CLOG CENTRIFUGAL TYPE MOC- CI As per OEM. (9) ROOT AIR BLOWERS- 02 Nos(1W+1S), capacity- 210 m3/hr HEAD- 3700MM WC, As per OEM. (10) CENTRIFUGE FEED PUMP- 02 Nos(1W+1S), capacity-02 m3/hr, Head- 40m, Type- screw type, As per OEM.
(11) CENTRIFUGE- 01 No, capacity- 2 m3/hr, Type- Basket type, MOC-SS (12) FILTER FEED PUMP- 02 Nos(1W+1S), capacity 9.3 m3/hr, head- 26 m, Type- Centrifugal monoblock, MOC- CI, As per OEM. (13) MULTI SAND FILTER COLUMN- 1 No, Dia- 800 mm, HOS- 1875 mm, Material of construction- MSEP, Filter media- Fine sand, pabbles, Gravels (14 ) ACTIVATED CARBON FILTER COLUMN- 01 No, Type- Down flow, Dia- 1000 mm, HOS- 1875 mm, Metirial of construction- MSEP, Filter media- Fine sand, Pabbles, gravels& Activated carbon (15) TREATED WATER TRANSFER PUMP- 02 Nos (1W+1S), capacity- 14m3/hr, head- 30m, Type- centrifugal monoblock, MOC- CI, As per OEM.
(16) CHLORINE DOZING SYSTEM- Quantity- 01 Set, (A) DOZING TANK- 01 No, capacity- 100 ltr (B) DOZING PUMP- Capacity- 0-6 LPH, MOC- PP, Type- Metering Dozing Pump, As per OEM. (17) AIR DISPERSSION GRID- 01 Lot, Type- Air defuser, As per OEM. (18) PRESSURE GAUGES- 01 No for each blower/Pump (19) LEVEL CONTROLER SWITCH- 03 Nos, Liquid bouyancy type, (20) MEDIA FOR MG & ACF- Fine sand, pabbles, gravels & activated carbon (21) MEDIA FOR MBBR TANK- FAB Media (22) MEDIA FOR TUBE SETTLER- Tube deck media (23) ELECTRICALS- 11 DOL, 02 starters for dosing pumps+ 2 spare space with satge level controller, energy meter & Mimic diagram, Electrical wiring & cable tray incl with complete accssoris in built in LT panel
(24) PLUMBING- Piping and valves.( GI/PVC/MS- Epoxy as requirement) Note 1 :- DESIGN PARAMETERS ;- PH INLET - (6.0- 9.0) , OUTLET LET- (6- 8.5) ; BOD 20 INLET -(275mg/ltr ) , OUTLET LET-(< 10mg/ltr) ; COD INLET -(600mg/ltr) , OUTLET LET-(<150mg/ltr); TSS INLET -(450mg/ltr) , OUTLET LET-(<10mg/ltr) ,COLIFORM INLET -(10^7) , OUTLET LET-(NIL) ; OIL AND GREASE INLET -(100mg/ltr) , OUTLET LET-(<5mg/ltr) ; PEAK FACTOR =03. Note 2 : Design data and parameter of size of various units given are tentative only. Work shall be executed through firms approved by E-in-C's branch as specified in Sch 'A' notes and on the basis of design of complete STP vetted by IIT/ NIT. Design should be submitted within 60 days after getting work order. Note 3 : Contractor should submit test report of STP treated water from two different NABL certified labs before completion of plant.
(25) Designing (hydrauliclly, structurally and ashthetically) and Constructing Raw Sewage Collection RCC Sump of size 4 mtr daimeter and 2-3 mtr invert level in M-30 design mix of 50 cumec capacity including excavation in any type of soil, foundation concrete ,RCC roof slab(top) with CI manhole covers ,rendering RCC wall , bottom slab in CM(1:4) using water proofing liquid , treating the wall and bottom with apoxy paint refilling of earth and disposal of soil and water tightness testing complete all as specified and directed.
Material & Labour for Machine pressed precast concrete interlocking paver block any shape and size conferming to IS-15658-2006 of 60mm thickness , M-35 Grade with gray cement and pigment over 40 mm thick sand filling , complete all as specified.
Material & Labour for 75mm thick base of cement concrete 1:4:8 type D-2 using 40 mm graded aggregate complete all as specified and directed.
Supply & Fixing Non clog vertical submersible pumps with chromo steel impeller and cutter 140 LPM 8.5-23.5m head Nonclog to pass 35mm size particles including supply, installation with 100mm MS pipe upto 10mtrs with flanges connected till bar screen chamber, guide rail and fitting chain with two years maintenance complete all as specified and directed.
Supplying , laying , joining, welding and testing MS Pipe (Heavy class 'C') IS : 1239/3589, of 80mm sizes laid in trenches or in Horizontal/Vertical/inclined position or laying on floors for connections of out going water connection complete all as specified & directed. Note:- MS Flanges incl fabrication work will be measured and paid separately.
Supplying , laying , joining, welding and testing MS Pipe (Heavy class 'C') IS : 1239/3589, of 100mm sizes laid in trenches or in Horizontal/Vertical/inclined position or laying on floors for connections of out going water connection complete all as specified & directed. Note:- MS Flanges incl fabrication work will be measured and paid separately.
Material and labour including jointing and testing of size 80mm dia cast iron sluice valves class PN-1.0, conforming to IS14846 flanged ends drilled having stainless steel spindle with cast iron wheel at top connection complete with nuts, bolts, washers and rubber gaskets for the complete all as specified.
Supply & fixing MS flange 80 mm bore, 16 mm thick, duly welded of MS pipe including rubber or fibre board gasket, nuts, bolts & washers complete all as specified and as directed .
Supply & fixing MS flange 100 mm bore, 16 mm thick, duly welded of MS pipe including rubber or fibre board gasket, nuts, bolts & washers complete all as specified and as directed .
Supply and installation of flanged end strainer/dirt box of 80mm size with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connections with flanged ends, with gasket rubber sheet, nut & bolts, fixed in horizontal/inclined/vertical position including cutting of pipes complete all as specified and directed.
Supply and installation of CI, flanged ends Water Meter woltman type, of size 80 mm dia bore including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/inclined/vertical position, complete all as specified and as directed.
Schedule 'A' Part-XI (Operation & Maintenance) Manning and Operation of sewage Treatment plant of 160 KLD round the clock including Sunday and holidays in three shift of 08 hrs each per day, one operator per shift for
(a) First year of defect liability period as mentioned in Sch 'A' Notes clause No -36.
(b) Second year of defect liability period as mentioned in Sch 'A' Notes clause No -36.
(A) Civil Units (i) BAR SCREEN CHAMBER (ii) OIL AND GREASE TRAP (iii) EQUALIZATION TANK (iv) TREATED WATER TANK (v) Raw sewage Tank (B) ELECTRO- MECHANICAL FABRICATED ITEM (1 ) FINE BAR SCREEN (2) RAW SEWAGE TRANSFER PUMPS- 02 Nos (01W+01S), capacity- 6.25m3/hr, (3) ANOXIC TANK (4) MBBR TANK (5) TUBE SETTLER /LAMELLA SETTLER (6) CHLORINE CONTACT CUM FILTER FEED TANK (7) SLUDGE HOLDING TANK (8) ANOXIC RECIRCULATION PUMP -02 Nos(1W+1S), capacity-22 m3/hr ,HEAD 10 MTR of 2900 RPM, (9) ROOT AIR BLOWERS- 02 Nos(1W+1S), capacity- 210 m3/hr HEAD- 3700MM WC, (10) CENTRIFUGE FEED PUMP- 02 Nos(1W+1S), capacity-02 m3/hr, .
(11) CENTRIFUGE- 01 No, capacity- 2 m3/hr (12) FILTER FEED PUMP- 02 Nos(1W+1S), capacity 9.3 m3/hr (13) MULTI SAND FILTER COLUMN (14 ) ACTIVATED CARBON FILTER COLUMN (15) TREATED WATER TRANSFER PUMP- 02 Nos (1W+1S), capacity- 14m3/hr (16) CHLORINE DOZING SYSTEM-01 set (A) DOZING TANK- 01 No, capacity- 100 ltr (B) DOZING PUMP- Capacity- 0-6 LPH (17) AIR DISPERSSION GRID- 01 Lot, Type- Air defuser (18) PRESSURE GAUGES- 01 No (19) LEVEL CONTROLER SWITCH- 03 Nos (20) MEDIA FOR MG & ACF- Fine sand, pabbles, gravels & activated carbon (21) MEDIA FOR MBBR TANK- FAB Media (22) MEDIA FOR TUBE SETTLER- Tube deck media (23) ELECTRICALS- 11 DOL, 02 starters for dosing pumps+ 2 spare space with satge level controller, energy meter & Mimic diagram, Electrical wiring & cable tray incl with complete accssoris in built in LT panel.
(24) PLUMBING- Piping and valves.( GI/PVC/MS- Epoxy as requirement) Note 1 :- DESIGN PARAMETERS ;- PH INLET - (6.0- 9.0) , OUTLET LET- (6- 8.5) ; BOD 20 INLET -(275mg/ltr ) , OUTLET LET-(< 10mg/ltr) ; COD INLET -(600mg/ltr) , OUTLET LET-(<150mg/ltr); TSS INLET -(450mg/ltr) , OUTLET LET-(<10mg/ltr) ,COLIFORM INLET -(10^7) , OUTLET LET-(NIL) ; OIL AND GREASE INLET -(100mg/ltr) , OUTLET LET-(<5mg/ltr) ; PEAK FACTOR =03. (b) Scope of work (i) Stacking the sludge cakes properly (ii) Cleaning the blockages in any pump/ pipe line (iii) Supplying/ distrbuting the treated water regularly as per the directions (vi) complete cleaning of grits and channels daily (v) Brooms and cleaning materials will be issued by the contractor free of cost (vi) During the cleaning safety equipments will be issued by the contractor (vii) Removing the alege in the tube selletr and keeping the surrounding area clean daily and removing vegetation (c) Maintaining the following records: i) Record of chemical consumption (ii) Record of treated water and electricity (log sheet) (iii) The Plant shall be run by the skilled operator minimum qualification ITI/ matric with minimum three year experience. Non submission of police verification with ID proof of operator(s), a panel recovery of Rs. 1000/- per person per month shall be made. (a) Working hours of a particular team of workers shall not exceed 08 hrs per day and no workmen shall be allowed to work beyond 08 hrs per day.
(b) In case the contractor fails to deploy requisite numbers of workmen, the operator / workmen against defficiency shall be deployed at risk and cost of the contractor through SPOT QUOTATION and no payment shall be made to the contractor for the shift involved. (c) In addition to above a recovery of Rs. 500 per shift per workman shall be made from contractor's dues as and when becomes due. (d) Duty roster of manpower deployed shall be displayed otherwise recovery of Rs 500/- per installation per day shall be made. (iv) For payment of minimum wages to the workers provisions of particulars specification shall be strictly adhered to (v) log sheet for records shall be supplied by the contractor after approvel of format by GE (vi) Chemicals will be measured and paid for seperately under respective item.
Carrying samples for testing of treated water of STP and submission of detailed quarterly test report to the office of the Engr-in-charge and testing in Govt approved laboratory . (a) Carrying out minimum essential testing of water as per IS 10500-1991 mandatory for colour, odour, PH Value, TSS, BOD, COD, residual chlorine total nitogen, sulphate, oil and grease ammonical Nitrogen (NH3-N) and Bacteriological total collifrom organisms per 100 Ml (MPN) and E colilie in 100 ml Note 1 :- DESIGN PARAMETERS ;- PH INLET - (6.0- 9.0) , OUTLET LET- (6- 8.5) ; BOD 20 INLET -(275mg/ltr ) , OUTLET LET-(< 10mg/ltr) ; COD INLET -(600mg/ltr) , OUTLET LET-(<150mg/ltr); TSS INLET -(450mg/ltr) , OUTLET LET-(<10mg/ltr) ,COLIFORM INLET -(10^7) , OUTLET LET-(NIL) ; OIL AND GREASE INLET -(100mg/ltr) , OUTLET LET-(<5mg/ltr) ; PEAK FACTOR =03. Rest of the charateristics of the treated water shall be as per IS : 10500-1991 Note - rate quoted shall deemed to be included for :- (i) Cost of sterilised bottle as required. (ii) To and from transportation charges for collection of sample.
Testing of sewage water as per relevant IS of STP and submission of detailed quarterly test report to the office of Engr-in-Charge and testing in Govt approved laboratory . (a) Carrying out minimum essential testing of sewage of water as per relevant IS mandatory for colour, odour, PH Value TSS, BOD, COD, total nitrogen , sulphate, oil and grease, ammonical Nitrogen(NH3-N) and Bacteriological total colliform organism and other characterstics as per relevant IS of sewage water :- Note - rate quoted shall deemed to be included for :- (i) Cost of sterilised bottle as required (ii) To and fro transportation charges for collection of sample
Supply & mixing of sodium hypo choloride having 10 % content complete all as specified and as directed.
Supply & mixing of poly aluminium choloride 100 % purity complete all as specified and as directed.
Supply & mixing of poly electrolitte 100 % purity complete all as specified and as directed.
Supply & mixing of dewatering poly electrolite 100% purity complete all as specified and as directed.
Note for Srl No. 46, 47, 48 & 49 above:- (a) The contractor shall furnish the original Test Certificate of conformity of the chemicals from the manufacturer indicating MES order / CA No. and other relevant details at the time of acceptance of product by GE. (b) The chemicals shall be tested out for their genuinity within 07 Days of receipt of consignment at site at NABL approved lab and report to be submitted to the Engineer-in-charge. (c) Cost of testing and transportation shall be deemed to be included in unit rate of supply. The chemicals shall be used only after their confirmation to the standards.
a) Periodical Cleaning of Sewage well half yearly and Removing of settle down Sewage sludge cum mud/De-Silting etc. all as required at site and directed by the Engineer-in-Charge for Sewage well. (b) Tractor mounted septic storage tank of appropriate capacity not less than 1 KL with driver directly collected from the soak well and disposing the same to the location where approved by the Delhi Canttonment Board/PCB (c) Sewage Sludge disposable tractor/truck with driver (duly covered with necessary tarpaline ) and disposing the same to the location where approved by the Delhi Canttonment Board/PCB (d) Labour element and T&P required for removal of settled down sewage sludge/mud inside the sewage tank for scooping out from inside and below the septic/staining sewage water inside the well and lifting the same and deposited on top and near by the sewage tank where directed and further to removal the same where approved by the Delhi Canttonment Board/PCB (e) Appropriate qty of Phenyle required at site for Sterilization of sewage sludge being collected in the Sewage tank and all as directed by the Engineer-in-Charge. (f) Necessary Oxygen Mask, Gloves, Gum Boot and all other safety aspects and including necessary Phawda, Steel Bucket, Manila rope etc. required at site and complete all as specified and as directed.
Material & Labour for cleaning of treated water tank of storage capacity of water 25.00 CUM half yearly, throughly by removing mud grits etc from the tank by following method (a) Cleaning inner surface of tank complete by scraping with steel wire brush and and removing mud and sludge collected inside the tank manually at a distance not exceeding 50 mtr all as directed by engr-in charge (b) Washing with clean water and bleaching powder mixture throughly complete tank internally and removel of left out sludge if any at site at a distance not exceeding 50mtr all as directed by engr-in-charge.
Material & Labour for cleaning of chlorine contact tank of storage capacity of water 36.45 CUM, half yearly throughly by removing mud grits etc from the tank by following method (a) Cleaning inner surface of tank complete by scraping with steel wire brush and and removing mud and sludge collected inside the tank manually at a distance not exceeding 50 mtr complete all as specified and as directed. (b) Washing with clean water and bleaching powder mixture throughly complete tank internally and removel of left out sludge if any at site at a distance not exceeding 50mtr complete all as specified and as directed.
Material & Labour for cleaning of slurry tank of storage capacity of water 12.00 CUM half yearly, throughly by removing mud grits etc from the tank by following method (a) Cleaning inner surface of tank complete by scraping with steel wire brush and and removing mud and sludge collected inside the tank manually at a distance not exceeding 50 mtr complete all as specified and as directed. (b) Washing with clean water and bleaching powder mixture throughly complete tank internally and removel of left out sludge if any at site at a distance not exceeding 50mtr complete all as specified and as directed.
Material & Labour for cleaning of equilization tank of storage capacity of 50.00 CUM half yearly, throughly by removing mud grits etc from the tank by following method (a) Cleaning inner surface of tank complete by scraping with steel wire brush and and removing mud and sludge collected inside the tank manually at a distance not exceeding 50 mtr complete all as specified and as directed. (b) Washing with clean water and bleaching powder mixture throughly complete tank internally and removel of left out sludge if any at site at a distance not exceeding 50mtr complete all as specified and as directed.
Notes: (a) Pump Set of appropriate capacity not less than 5/7.5 HP with operator including De- Watering of Sewage septic water including PVC heavy duty flexible hose pipe for suction and delivery purposes (b) Tractor mounted septic storage tank of appropriate capacity not less than 1 KL with driver directly collected from the soak well and disposing the same to the location where approved by the Delhi Canttonment Board/PCB (c) Sewage Sludge disposable tractor/truck with driver and POL required for the same (duly covered with necessary tarpaline ) and disposing the same to the location where approved by the Delhi Canttonment Board/PCB (d) Labour element and T&P required for removal of settled down sewage sludge/mud inside the sewage tank for scooping out from inside and below the septic/staining sewage water inside the well and lifting the same and deposited on top and near by the sewage tank where directed and further to removal the same where approved by the Delhi Canttonment Board/PCB (e ) Appropriate qty of Phenyle required at site for Sterilization of sewage sludge being collected in the Sewage tank and all as directed by the Engineer-in-Charge. (f) Necessary Oxygen Mask, Gloves, Gum Boot and all other safety aspects and including necessary Phawda, Steel Bucket, Manila rope etc. required at site and complete all as specified and as directed.
Material and labour in replacement of quartz silica sand 32-64 grade complete all as specified and as directed.
Material and labour in replacement of quartz silica sand 16-32 grade complete all as specified and as directed.
Material and labour in replacement of quartz silica sand 8-16 grade complete all as specified and as directed.
Material and labour in replacement of quartz silica sand 4-8 grade complete all as specified and as directed.
Material and labour in replacement of activated carbon IV 1000 complete all as specified and as directed.
M/s R. K. Bhambri
Chauhan Associates
Electromech Engineers
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