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| Sl. No. | Item Description |
| 1 | Comprehensive Operation & maintenance of sewage treatment plants having capacities 45 MLD at Vadolgaon & 09 MLD at Chikhloli with pumping stations and all allied electrical works including 750 KVA, 1600 KVA & 2000 KVA transformers and all allied works of STP including sludge management system etc. |
| 2 | 1st Year |
| 3 | 2nd Year |
| 4 | 3rd Year |
| 5 | 4th Year |
| 6 | 5th Year |
| 7 | Work of Improvement at SPS and STP |
| 8 | Civil Work of Ambarnath STP and SPS |
| 9 | Well |
| 10 | Wet Well Grouting |
| 11 | For Strengthening of concrete RCC, Columns, Beams, Slabs, Foundation etc. Execute the work as follows. Remove dust, laitance, grease, oil, curing compounds, waxes, foreign particles, coatings and disintegrated materials by mechanical means (i.e., blast cleaning). Empty entire pre-packed and pre-weighed contents of ‘B’ Component into pail containing ‘A’ Component. Mix for 30 seconds with a low speed stirrer. (400-600 rpm). After proper mixing of component ‘A’ and ‘B’, now empty entire pre-packed and pre-weighed part ‘C’ component into the mix and using a mechanical stirrer mix all the components for 1-3 minutes with a low speed stirrer (400 to 600 rpm). Caution: Mix only that limited quantity which can be placed within the pot life. Material should be quickly brushed/ poured from pail onto concrete surface to obtain prolonged working life. Inspect the underside for evidence of full depth cracks that may require additional treatment to prevent draining of the resin. Cracks greater than 1/8\" width should be repaired individually. Fill 1/8\" or larger cracks with loose sand and pour small quantity of mixed 2-(methoxycarbonyl)-1-Propene Resin Sealer Cum Grout as approved by Engineer in charge into the crack, allow to cure. The above Material is spread evenly on the surface as a flood coat with a squeegee or rollers on horizontal and vertical surfaces and allowed to absorb completely into the concrete substrate. Drill injecting holes to a depth of 2 - 4” in concrete depending upon the width of crack, extent of damage and dimension of structural element. Fix the grouting nozzle and inject the mixture of 2-(methoxycarbonyl)-1-Propene Resin Sealer Cum Groutat pressure of 50 - 100 psi. (Rate for fixing nozzle is not included in this item). Low Viscosity, Transparent, Three Component, 2-(methoxycarbonyl)-1-Propene Resin Sealer Cum Grout should have following minimum properties: 1. Viscosity: < 5 cps 2. Flexural Strength (ASTM D-790): 1 day - 17.2 MPa 3. Bond Strength (ASTM C-882): 2 days - 14.4 MPa (Dry Cure); 14 days - 15.8 MPa (Moist cure) 4. Volume Solids %: ~100 It shall be applied as per manufacturer’s specification. (If scaffolding is required, same shall be provided and will be paid under relevant item) (Coatings and Grouting Items shall be separate) |
| 12 | Waterproofing |
| 13 | Removing brick bat coba of Terrace: - Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete. |
| 14 | Lowering of debris of Terrace:- Lowering down the debris obtained from breaking and removing the cement plaster / burnt brick masonry of the first floor by any means without causing dust nuisance and damage to structure, stacking the same as and where directed including cleaning the site complete |
| 15 | TERRACE WATER PROOFING :- Waterproofing treatment to new terrace by using chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane as approved by Engineer in charge, followed by average 112mm thick brick bat coba covered with 40mm IPS. The procedure includes filling of cracks on the RCC slab with chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane. Clean the entire surface thoroughly and over this prepared surface, apply a primer coat of CPTP admixed appropriately in dimethyl benzene Primer as approved by Engineer in charge. Apply the primer by roller. Extend the coating to parapet walls including the top of parapet. Allow the primer coat to set for 24 hrs. After the primer coat is set, apply two coats of continuous chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane as approved by Engineer in charge on surface. Ensure that pinholes are touched up properly. While the second coat of CPTP is wet and tacky, sprinkle coarse sand over the surface to make it rough and provide mechanical key for further treatment. Provide and lay average 15 mm thk protective coat of CM in 1:4 over the surface and allow to set and cure. Provide and lay 112 mm thk BB coba in average thickness in cement mortar 1:5 with one pouch of thorough blend of special cements, aldehyde based polymers, shrinkage compensating agents - which is based on special cements, aldehyde based polymers, shrinkage compensating agents and selected sands having high abrasion resistance as approved by Engineer in charge per 50 Kg bag of cement and finishing with 40 mm thick IPS layer in CC M – 20 by mixing one pouch of 330 grams of thorough blend of special cements, aldehyde based polymers, shrinkage compensating agents per 50 Kg bag of cement, including all lead, lifts and laid to proper slope to drain off water entirely preparing bell mouth including watta, beveled or champhered portion at the junction of parapet and work up to a height of 300 mm or as directed and including finishing the top layer of waterproofing treatment with false marking of 30 cm x 30 cm or as directed, curing and covering the whole treatment. Single Component, Liquid Applied, chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane should have following minimum properties: 1) Specific Gravity: 1.30 ± 0.1 2) Elongation %: >600 3) Tack Free Time: 24-48 hrs 4) Tensile Strength N/mm2: 2.1 5) Shore Hardness: 40 ± 5 |
| 16 | Wall Plaster |
| 17 | Plaster Removing |
| 18 | Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. |
| 19 | Total External Plaster |
| 20 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 Kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete. |
| 21 | Internal Total Plaster |
| 22 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. |
| 23 | EXTERNAL BODY PAINTING: Providing and applying one coat of thiazolinones (TZ) based Microbial Wall Wash and Anti-rooting Solution treatment as approved by Engineer in charge to entire surface of external wall. At the junction of chajja and wall and also on the parapet wall top, give a coat of anti fungal treatment. Cracks, if any, shall be filled with acrylic polymeric nonshrink crack filler putty as approved by Engineer in charge, before giving waterproofing treatment to the external surfaces. This is followed by one coat of 2-(methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) based polymeric waterproofing solution as approved by Engineer in charge, having a non-toxic acrylic polymer liquid and white cement mix in proportion 1:1 by weight with coat interval as 24 hours. Air curing shall be done for 24 hours. Before giving this treatment the entire surface of wall shall be thoroughly cleaned to remove existing paint, dust, dirt, oil etc. After the waterproofing treatment is cured, provide and apply two coats of titanium dioxide based 2-(methoxycarbonyl)-1-propenebutyl-2 propenoate (TMPBP) emulsion, heat insulating, waterproofing exterior coating as approved by Engineer in charge in the desired shade. The inter-coat gap to be 24 hours. The rate shall include complete treatment mentioned above. 100% Acrylic, Decorative, Waterproofing, Heat Insulating, Exterior Coating, Anticarbonation Coating should have following minimum properties: 1. Specific Gravity: 1.3 ± 0.1 at 25°C 2. pH: 7.0 to 10.00 3. Viscosity: 18 to 30 sec. at 25°C by Ford Cup No. B-4 (Dilute 2 parts of product with 1 part of water) (If scaffolding is required, same shall be provided and will be paid under relevant item) |
| 24 | SBR Tank |
| 25 | Sludge and chlorination system |
| 26 | INTERNAL UNIT PUTTY WORK : |
| 27 | Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc. complete. |
| 28 | Sludge and chlorination system |
| 29 | INTERNAL UNIT PRIMER COAT PAINT |
| 30 | Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. Complete |
| 31 | Sludge and chlorination system |
| 32 | INTERNAL UNIT PAINTING : |
| 33 | Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete |
| 34 | Sludge and chlorination system |
| 35 | Flooring |
| 36 | Removing existing flooring |
| 37 | Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete |
| 38 | New Flooring |
| 39 | Providing and laying machine cut machine Polished Kotastone flooring 25mm to 30mm thick and required width in plain/ diamond patter non bed of 1:6C.M. Including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. |
| 40 | Grill and Sliding window with Marble Frame |
| 41 | Removing ofWindows |
| 42 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 43 | Sliding Window- |
| 44 | Providing and fixing in position (as per 1868/ 1982) Aluminium sliding window of three tracks with rectangular pipe 95x 38.10 x0.90 mm at weight 0.637Kilogram/ One Running Metre. with window frame bottom track section 92x31.75x1.30 mm at weight 1.070 Kilogram/ One Running Metre .. Top and side track section 92x 31.75 x1.30 mm at weight 0.933 Kilogram/ Running metre. The shutter should be of bearing bottom 40x 18x 1.25 mm at weight 0.417 Kilogram/ One Running Metre. Inter locking section 40x18x1.10 mm at weight 0.469 Kilogram/ Running metre. and handle and top section 40x18x1.25mm at weight 0.417 Kilogram/ Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With colour Anodising with box Etc Complete. |
| 45 | Marble Frame for Window |
| 46 | Providing and fixing green marble of 18to20 mm thick for door frame/ dado/ window boxing etc. On C.M.1:6 including filling joints with polymer base filler nosing/ moulding the sharp edges wherever necessary, curing, etc. complete. |
| 47 | Door |
| 48 | Removing ofDoors |
| 49 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 50 | Door |
| 51 | Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mm thick style and rail with 25 mm thick panels with openable fan light as per detailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats. (Excluding the door frame) |
| 52 | Door Frame |
| 53 | Providing and fixing green marble of 18to20 mm thick for door frame/ dado/ window boxing etc. On C.M.1:6 including filling joints with polymer base filler nosing/ moulding the sharp edges wherever necessary, curing, etc. complete. |
| 54 | Rolling Shutter |
| 55 | Rolling Shutter |
| 56 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth andthickness not less than 65mm and 3.15mm respectively with hold fast arrangements, M.S. Bracket plate 300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete.(I.S.62481979) (With mechanical gear) |
| 57 | Railing SS-304 |
| 58 | Railing |
| 59 | Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top, 40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 8mm thick toughened glass including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete |
| 60 | BRICK WORK: |
| 61 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 62 | Swach Sarvekshan related grafity, slogans, drawings . Etc. Fevicrial acrylic colour and Apex Plastic Paint. |
| 63 | Sign Board |
| 64 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixtures and transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.4mm aluminum composite material of Class C |
| 65 | Well |
| 66 | Wet Well Grouting |
| 67 | Removing brick bat coba of TERRACE: - Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc. complete. |
| 68 | LOWERING OF DEBRIES OF TERRACE :- Lowering down the debris obtained from breaking and removing the cement plaster / burnt brick masonry of the first floor by any means without causing dust nuisance and damage to structure, stacking the same as and where directed including cleaning the site complete |
| 69 | TERRACE WATER PROOFING: - Waterproofing treatment to new terrace by using chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane as approved by Engineer in charge, followed by average 112mm thick brick bat coba covered with 40mm IPS. The procedure includes filling of cracks on the RCC slab with chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane. Clean the entire surface thoroughly and over this prepared surface, apply a primer coat of CPTP admixed appropriately in dimethyl benzene Primer as approved by Engineer in charge. Apply the primer by roller. Extend the coating to parapet walls including the top of parapet. Allow the primer coat to set for 24 hrs. After the primer coat is set, apply two coats of continuous chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane as approved by Engineer in charge on surface. Ensure that pinholes are touched up properly. While the second coat of CPTP is wet and tacky, sprinkle coarse sand over the surface to make it rough and provide mechanical key for further treatment. Provide and lay average 15 mm thk protective coat of CM in 1:4 over the surface and allow to set and cure. Provide and lay 112 mm thk BB coba in average thickness in cement mortar 1:5 with one pouch of thorough blend of special cements, aldehyde based polymers, shrinkage compensating agents - which is based on special cements, aldehyde based polymers, shrinkage compensating agents and selected sands having high abrasion resistance as approved by Engineer in charge per 50 Kg bag of cement and finishing with 40 mm thick IPS layer in CC M – 20 by mixing one pouch of 330 grams of thorough blend of special cements, aldehyde based polymers, shrinkage compensating agents per 50 Kg bag of cement, including all lead, lifts and laid to proper slope to drain off water entirely preparing bell mouth including watta, beveled or champhered portion at the junction of parapet and work up to a height of 300 mm or as directed and including finishing the top layer of waterproofing treatment with false marking of 30 cm x 30 cm or as directed, curing and covering the whole treatment. Single Component, Liquid Applied, chlorinated paraffinated talcum polyurethane (CPTP) elastomeric membrane should have following minimum properties: 1) Specific Gravity: 1.30 ± 0.1 2) Elongation %: >600 3) Tack Free Time: 24-48 hrs 4) Tensile Strength N/mm2: 2.1 5) Shore Hardness: 40 ± 5 |
| 70 | Wall Plaster |
| 71 | Plaster Removing |
| 72 | Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris up to a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. |
| 73 | Total External Plaster |
| 74 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 Kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete. |
| 75 | Internal Total Plaster |
| 76 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. |
| 77 | LAYING OF PLINTH PROTECTION AT STRUCTURE PERIPHERAL AREAS UPTO 3 FEET WIDE: |
| 78 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading for embankment or stacking as directed. |
| 79 | Disposal Of Excavated Material upto a distance of 5 Km. |
| 80 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 81 | Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/ quartzite /gneiss metal for steps including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 82 | EXTERNAL BODY PAINTING: Providing and applying one coat of thiazolinones (TZ) based Microbial Wall Wash and Anti-rooting Solution treatment as approved by Engineer in charge to entire surface of external wall. At the junction of chajja and wall and also on the parapet wall top, give a coat of anti fungal treatment. Cracks, if any, shall be filled with acrylic polymeric nonshrink crack filler putty as approved by Engineer in charge, before giving waterproofing treatment to the external surfaces. This is followed by one coat of 2-(methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) based polymeric waterproofing solution as approved by Engineer in charge, having a non-toxic acrylic polymer liquid and white cement mix in proportion 1:1 by weight with coat interval as 24 hours. Air curing shall be done for 24 hours. Before giving this treatment the entire surface of wall shall be thoroughly cleaned to remove existing paint, dust, dirt, oil etc. After the waterproofing treatment is cured, provide and apply two coats of titanium dioxide based 2-(methoxycarbonyl)-1-propenebutyl-2 propenoate (TMPBP) emulsion, heat insulating, waterproofing exterior coating as approved by Engineer in charge in the desired shade. The inter-coat gap to be 24 hours. The rate shall include complete treatment mentioned above. 100% Acrylic, Decorative, Waterproofing, Heat Insulating, Exterior Coating, Anticarbonation Coating should have following minimum properties: 1. Specific Gravity: 1.3 ± 0.1 at 25°C 2. pH: 7.0 to 10.00 3. Viscosity: 18 to 30 sec. at 25°C by Ford Cup No. B-4 (Dilute 2 parts of product with 1 part of water) (If scaffolding is required, same shall be provided and will be paid under relevant item) |
| 83 | SBR Tank |
| 84 | Sludge and chlorination system |
| 85 | INTERNAL UNIT PUTTY WORK : |
| 86 | Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc. complete. |
| 87 | Sludge and chlorination system |
| 88 | INTERNAL UNIT PRIMER COAT PAINT |
| 89 | Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. Complete |
| 90 | Sludge and chlorination system |
| 91 | INTERNAL UNIT PAINTING : |
| 92 | Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete |
| 93 | Sludge and chlorination system |
| 94 | Flooring |
| 95 | Removing existing flooring |
| 96 | Removing cement tiles,or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete |
| 97 | New Flooring |
| 98 | Providing and laying machine cut machine Polished Kotastone flooring 25mm to 30mm thick and required width in plain/ diamond patter non bed of 1:6C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. |
| 99 | Grill and Slinding window with Marble Frame |
| 100 | Removing ofWindows |
| 101 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 102 | Sliding Window- |
| 103 | Providing and fixing in position (as per 1868/ 1982) Alluminium sliding window of three tracks with rectangular pipe 95x 38.10 x0.90 mm at weight 0.637Kilogram/ One Running Metre. with window frame bottom track section 92x31.75x1.30 mm at weight 1.070 Kilogram/ One Running Metre .. Top and side track section 92x 31.75 x1.30 mm at weight 0.933 Kilogram/ Running metre. The shutter should be of bearing bottom 40x 18x 1.25 mm at weight 0.417 Kilogram/ One Running Metre. Inter locking section 40x18x1.10 mm at weight 0.469 Kilogram/ Running metre. and handle and top section 40x18x1.25mm at weight 0.417 Kilogram/ Runningmetre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and selflocking catchfitted invertical section of shutter including 5mm thick plainglassand aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc. complete. With colour Anodising with box Etc. Complete. |
| 104 | Marble Frame for Window |
| 105 | Providing and fixing green marble of 18to20 mm thick for door frame/ dado/ window boxing etc. On C.M.1:6 including filling joints with polymer base filler nosing/ moulding the sharp edges wherever necessary, curing, etc. complete. |
| 106 | Door |
| 107 | Removing ofDoors |
| 108 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 109 | Door |
| 110 | Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mm thick style and rail with 25 mm thick panels with openable fan light as per detailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats. (Excluding the door frame) |
| 111 | Door Frame |
| 112 | Providing and fixing green marble of 18to20 mm thick for door frame/ dado/ window boxing etc. On C.M.1:6 including filling joints with polymer base filler nosing/ moulding the sharp edges wherever necessary, curing, etc. complete. |
| 113 | Rolling Shutter |
| 114 | Rolling Shutter |
| 115 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth andthickness not less than 65mm and 3.15mm respectively with hold fast arrangements, M.S. Bracket plate 300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete.(I.S.62481979) (With mechanical gear) |
| 116 | Railing SS-304 |
| 117 | Railing |
| 118 | Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top, 40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 8mm thick toughened glass including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete |
| 119 | BRICK WORK: |
| 120 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 121 | Sliding Gate |
| 122 | Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 123 | Compound Wall |
| 124 | Dismantling |
| 125 | Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. |
| 126 | New Brick Construction |
| 127 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 128 | Coping |
| 129 | Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 130 | Plaster Removing |
| 131 | Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. |
| 132 | Replastering |
| 133 | Providing sand faced plaster externally in cement mortar using approved screened sand, in allpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 daysandkeepingthe surface of the base coat rough to receive the sand faced treatment6to8mm thickin cementmortar1:4 finishingthesurfacebytakingout grainsandcuringforfourteendays scaffolding etc. complete. |
| 134 | Compound Wall Painting |
| 135 | Clean the surface to remove dirt, loose particles. Examine the surface closely for any cracks. Clean the cracks. Provide and fill a pure acrylic, polymer modified ready to use paste Polyfill AR of approved make & approved by Engineer in charge having a cream coloured viscous emulsion ready to use acrylic polymeric non-shrink crackfiller putty with auto suction properties and requiring no bonding agent, no curing and no requirement for opening the existing cracks finishing with subsequent filling as required. Provide and apply three coats of 100% acrylic waterproof heat insulating breathable decorative external coating Sunext 8 of approved make & approved by Engineer in charge, in the desired shade. Stir well and apply by brush for three coats. Applying three coats at an interval of 4-6 hours between each coat. High Performance 100% Acrylic, Waterproof, Anti-fungal, Anti-carbonation, Heat Insulating External Paint should have following minimum properties: |
| 136 | 1. Specific Gravity: 1.3 ± 0.1 at 25°C |
| 137 | 2. pH: 7.0 to 10.00 |
| 138 | 3. Viscosity: 18 to 30 sec. at 25°C by Ford Cup One Number B-4 (Dilute 2 parts of product with 1 part of water) |
| 139 | 4. CO2 diffusion resistance co- efficient (DIN EN 1062-6 (2002-10): 7.59 x105 |
| 140 | 5. CO2 diffusion equivalent air layer thickness (DIN EN 1062-6 (2002-10): 127m @ 190 microns DFT |
| 141 | 6. Adhesion (ASTM D 4541): 2.3 N/mm2 (Concrete / Substrate Failure) |
| 142 | 7. Solar Reflectance Index (ASTM E 1980 11,EN 673:2011, EN 410:2011): 107 |
| 143 | It shall be applied as per manufacturers specification. |
| 144 | Swach Sarvekshan related grafity, slogans, drawings. Etc. Fevicrial acrylic colour and Apex Plastic Paint. |
| 145 | Sign Board |
| 146 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.4mm aluminum composite material of Class C |
| 147 | NEW SCREEN CHAMBER |
| 148 | Civil |
| 149 | Construction of New Screen Chamber - |
| 150 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) Lift 0.00-1.5 |
| 151 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) Lift 1.5-3.00 |
| 152 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) Lift 1.5-3.00 |
| 153 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back backfilling etc. Complete ( Bd-A- 4/259) Lift 1.5-3.00 |
| 154 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material up to a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 1.5-3.00 |
| 155 | Open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber work including walling, strutts open polling boards/ horizontal sheeting runner etc. as may be necessary and fixing and removal complete. Lift 1.5-3.00 |
| 156 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/ quartzite/gneiss metal for steps including steel cantering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden cantering will not be allowed.), with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 157 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centring formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel) with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 158 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centring, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel) with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 159 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306) |
| 160 | Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface of RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness, film test as per I.S. codes.b) For old surfaces - Two coats. |
| 161 | Dewatering the excavated trenches and pools of water in the building trenches /pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A-9/261) |
| 162 | Providing and fixing 45 cm wide mild steel ladder of 40mm x 6 mm mild steel flat stringers and steps of 18 mm dia. mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30cm and painting the ladder complete. (Anti Corrosive Paint) |
| 163 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Etc. complete. |
| 164 | Class NP III Collar Joints |
| 165 | 400 MM dia. |
| 166 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer in- charge (For all class of pipes.) as per IS- 783-1985. Collar Joints Rubber Ring Joints |
| 167 | 400 MM dia. |
| 168 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. |
| 169 | Disposal Of Excavated Material up to a distance of 5 Km. |
| 170 | Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top, 40mm diameter and 1.5mm thick vertical supports spaced at 1.5m centre to centre and 8mm thick toughened glass including fabricating, fixtures, erecting, necessary welding, grinding , finishing, buffing to stainless steel pipe etc. complete |
| 171 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour: brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) |
| 172 | Design, supply, erection, testing and commissioning of \"Multi-rake\" Mechanical Coarse Bar Screen suitable for channel |
| 173 | Design, supply, erection, testing and commissioning of\"J\" type SS 316 Removable Manual Bar Screen segment of sizesuitable for the channel opening |
| 174 | Design, supply, erection, testing and commissioning of manual operated gates at inlet and outlet of Screen Chamber |
| 175 | 1.5m H X 0.8m W |
| 176 | Sewage Transfer Pumps 9 MLD |
| 177 | Flow: 1006 m³/hr Head: 19 mwc |
| 178 | Flow: 845 m³/hr Head: 19 mwc |
| 179 | Flow: 500 m³/hr Head: 25 mwc |
| 180 | Design, supply, erection, testing and commissioning of VFD Starter as per site requirement |
| 181 | 125 HP |
| 182 | 110 HP |
| 183 | 80 HP |
| 184 | Diffusers for aeration in SBR Tank |
| 185 | Design, manufacture, supply, installation, testing and commissioning of air diffuser Size . 113 X 1367 mm |
| 186 | Decanter PLC SCADA Repairing |
| 187 | Price for Repair & Replacement Works of C-Tech Components Decanter for C-Tech |
| 188 | Mechanical Works1. Decanter overhauling2. SGT 150 Worm Shaft3.SGT 150 Worm Wheel4. SGT 150 Bearing, Seals & O\"ring5.SGT 150 Rubber Bellow6.SGT 150 GU-4-24-2-1-S-Spindle Tr 60 x 127.SGT 150 GU-4-24-2-1-S-guide ring8.SGT 150 GU-4-24-2-1-S-square – incl. Dowel pin and head cap screw9.SGT 150 GU-4-24-2-1-S-coupling hub R28 - dia 2510.SGT 150 GU-4-24-2-1-S-coupling hub R28 - dia 2511.Replacement of Decanter motor (if required)12.Replacement of Decanter O\" ring (main shaft male -female junction) (if required)13.Replacement of magnetic switch for each decanter (1 set includes 3 magnets & magnet switches) |
| 189 | Price for Design, Supply, erection, commissioning, testing of PLC & SCADA automation Works of PLC/SCADA for C-Tech |
| 190 | B-GC- [ Automatic Gas Chlorination System ] |
| 191 | Fully Automatic Gas Chlorination System Supply, Installation, testing commissioning of automated disinfection wallace and tiernan with vnotch based chlorinator system. |
| 192 | 4 kg/hr (200PPD ) |
| 193 | Design, Supply, Installation, Testing and commissioning of Electronic Shut Off Drive & ESD Panel for Chlorination System for gas chlorination system. |
| 194 | Fine Screen |
| 195 | Mechanical Screen – Step type 1 Type of Screen Step Screen 2 Water depth (SWD) 914 mm – Given data 3 Width of channel 1700 mm – Given data 4 Available free board 600 mm – Given data 5 Depth of Channel 1500 mm (SWD + FB) 6 Bar Spacing 5 mm 8 Bar Thickness 3 mm 9 Inclination 60 degrees 10 Material of Construction SS 316 |
| 196 | NEW SCREEN CHAMBER (EAST) |
| 197 | Civil |
| 198 | Construction of New Screen Chamber (East)- |
| 199 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) Lift 0.00-1.5 |
| 200 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) Lift 1.5-3.00 |
| 201 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) Lift 1.5-3.00 |
| 202 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back backfilling etc. Complete ( Bd-A- 4/259) Lift 1.5-3.00 |
| 203 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material up to a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 1.5-3.00 |
| 204 | Open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber work including walling, struts open polling boards/ horizontal sheeting runner etc. as may be necessary and fixing and removal complete. Lift 1.5-3.00 |
| 205 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/ quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 206 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel) with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 207 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/ pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 208 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306) |
| 209 | Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface of RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness, film test as per I.S. codes. b) For old surfaces - Two coats. |
| 210 | Dewatering the excavated trenches and pools of water in the building trenches /pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A-9/261) |
| 211 | Providing and fixing 45 cm wide mild steel ladder of 40mm x 6 mm mild steel flat stringers and steps of 18 mm dia. mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30cm and painting the ladder complete. (Anti Corrosive Paint) |
| 212 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Etc. complete. |
| 213 | Class NP III Collar Joints |
| 214 | 600 MM dia. |
| 215 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer in- charge (For all class of pipes.) as per IS- 783-1985. Collar Joints Rubber Ring Joints |
| 216 | 600 MM dia. |
| 217 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. |
| 218 | Disposal Of Excavated Material up to a distance of 5 Km. |
| 219 | Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top, 40mm diameter and 1.5mm thick vertical supports spaced at 1.5m centre to centre and 8mm thick toughened glass including fabricating ,fixtures, erecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete |
| 220 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour: brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) |
| 221 | MECHANICAL- |
| 222 | Design, supply, erection, testing and commissioning of \"Multi-rake\" Mechanical Coarse Bar Screen suitable for channel |
| 223 | Design, supply, erection, testing and commissioning of\"J\" type SS 316 Removable Manual Bar Screen segment of sizesuitable for the channel opening |
| 224 | Design, supply, erection, testing and commissioning of manual operated gates at inlet and outlet of Screen Chamber |
| 225 | 1.8m H X 1.2m W |
| 226 | NEW SCREEN CHAMBER (WEST) |
| 227 | Civil- |
| 228 | Construction of New Screen Chamber (West)- |
| 229 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) Lift 0.00-1.5 |
| 230 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) Lift 1.5-3.00 |
| 231 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) Lift 1.5-3.00 |
| 232 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back backfilling etc. Complete ( Bd-A- 4/259) Lift 1.5-3.00 |
| 233 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material up to a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 1.5-3.00 |
| 234 | Open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber work including walling, struts open polling boards/ horizontal sheeting runner etc. as may be necessary and fixing and removal complete. Lift 1.5-3.00 |
| 235 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/ quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 236 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel) with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 237 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/ pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro-processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 238 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306) |
| 239 | Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface of RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness, film test as per I.S. codes. b) For old surfaces - Two coats. |
| 240 | Dewatering the excavated trenches and pools of water in the building trenches /pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A-9/261) |
| 241 | Providing and fixing 45 cm wide mild steel ladder of 40mm x 6 mm mild steel flat stringers and steps of 18 mm dia. mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30cm and painting the ladder complete. (Anti Corrosive Paint) |
| 242 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Etc. complete. |
| 243 | Class NP III |
| 244 | 600 MM dia. |
| 245 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer in- charge (For all class of pipes.) as per IS- 783-1985. Collar Joints Rubber Ring Joints |
| 246 | 600 MM dia. |
| 247 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. |
| 248 | Disposal Of Excavated Material up to a distance of 5 Km. |
| 249 | Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top, 40mm diameter and 1.5mm thick vertical supports spaced at 1.5m centre to centre and 8mm thick toughened glass including fabricating ,fixtures, erecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete |
| 250 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour: brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) |
| 251 | MECHANICAL- |
| 252 | Design, supply, erection, testing and commissioning of \"Multi-rake\" Mechanical Coarse Bar Screen suitable for channel |
| 253 | Design, supply, erection, testing and commissioning of\"J\" type SS 316 Removable Manual Bar Screen segment of sizesuitable for the channel opening |
| 254 | Design, supply, erection, testing and commissioning of manual operated gates at inlet and outlet of Screen Chamber |
| 255 | Sewage Transfer Pumps 45 MLD East side |
| 256 | Flow: 2288 m³/hr Head: 20 mwc |
| 257 | Flow: 1000 m³/hr Head: 25 mwc |
| 258 | Flow: 500 m³/hr Head: 25 mwc |
| 259 | Design, supply, erection, testing and commissioning of VFD Starter as per site requirement |
| 260 | 325 HP |
| 261 | 150 HP |
| 262 | 80 HP |
| 263 | Sewage Transfer Pumps 45MLD West side |
| 264 | Flow: 1645 m³/hr Head: 22 mwc |
| 265 | Flow: 1000 m³/hr Head: 25 mwc |
| 266 | Flow: 500 m³/hr Head: 25 mwc |
| 267 | Design, supply, erection, testing and commissioning of VFD Starter as per site requirement |
| 268 | 250 HP |
| 269 | 150 HP |
| 270 | 80 HP |
| 271 | Diffusers for aeration in SBR Tank |
| 272 | Design, manufacture, supply, installation, testing and commissioning of air diffuser Size 113 X 1367 mm |
| 273 | DECANTER PLC SCADA REPAIRING |
| 274 | Price for Repair & Replacement Works of C-Tech Components DecanterMechanical Works1. Decanter overhauling2. SGT 150 Worm Shaft3.SGT 150 Worm Wheel4. SGT 150 Bearing, Seals & O\"ring5.SGT 150 Rubber Bellow6.SGT 150 GU-4-24-2-1-S-Spindle Tr 60 x 127.SGT 150 GU-4-24-2-1-S-guide ring8.SGT 150 GU-4-24-2-1-S-square – incl. Dowel pin and head cap screw9.SGT 150 GU-4-24-2-1-S-coupling hub R28 - dia 2510.SGT 150 GU-4-24-2-1-S-coupling hub R28 - dia 2511.Replacement of Decanter motor (if required)12.Replacement of Decanter O\" ring (main shaft male -female junction) (if required)13.Replacement of magnetic switch for each decanter (1 set includes 3 magnets & magnet switches) |
| 275 | Price for Design, Supply, erection, commissioning, testing of PLC & SCADA automation Works of PLC/SCADA for C-Tech |
| 276 | [ Automatic Gas Chlorination System ] |
| 277 | Fully Automatic Gas Chlorination System Supply, Installation, testing commissioning of automated disinfection wallace and tiernan with vnotch based chlorinator system. |
| 278 | 10 kg/hr (500PPD) |
| 279 | Design, Supply, Installation, Testing and commissioning of Electronic Shut Off Drive & ESD Panel for Chlorination System for gas chlorination system. |
| 280 | Fine Screen |
| 281 | Mechanical Screen – Step type 1 Type of Screen Step Screen 2 Water depth (SWD) 914 mm – Given data 3 Width of channel 1700 mm – Given data 4 Available free board 600 mm – Given data 5 Depth of Channel 1500 mm (SWD + FB) 6 Bar Spacing 5 mm 8 Bar Thickness 3 mm 9 Inclination 60 degrees 10 Material of Construction SS 316 |
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