Tender For Water Supply Schemein North Tripura District Under Jjm During The Year 2022-23/ Construction Of 75000 Gallon Per Day Capacity Innovative Water Supply Scheme At Shskyaadham Habitation Of Joymonipara Adc Village Under Laljuri Rd Block Based On De
Tender Value
80.81 Lakhs
Estimated cost
Bid Submission
01 Feb 2023
0 days left
EMD
1.61 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kanchanpur → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Water Supply Schemein North Tripura District Under Jjm During The Year 2022-23 / Construction Of 75000 Gallon Per Day Capacity Innovative Water Supply Scheme At Shskyaadham Habitation Of Joymonipara Adc Village Under Laljuri Rd Block Based On Deo River At Depacherra Of Unakoti District / Site Development Works, Construction Of Aerator , Construction Of Sedimentation Tank ( 75000 Gallon Capacity ) , Construction Of Cwr ( 75000 Gallon Capacity ) , Construction Of Hrf & Ssf ( 3100 Gallon Per Day Capacity ) , Raw Water Pump House In / C. Pump Motor Etc., Providing And Laying Gi Rising Line, Providing Laying Di / Upvc Distribution Pipe Line, Construction Of Raw Water Pump House Including Pump Motorand Other Allied Works Under Dws Sub-Division, Kanchanpur. / Sh:Construction Of Aerator , Construction Of Cwr ( 75000 Gallon Capacity ) And Allied Works / Gr-Ii
BOQ
| Sl. No. | Item Description |
| 1 | Sub Head : RCC TRAY AREATOR (20,000 GPH capacity ) & Rising Pipeline |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: i.1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size |
| 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:5.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with5.6.1 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate20 mm nominal size) cum ? 13,689.70) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.5.2.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 12 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 13 | i.Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 14 | ii.Circular Columns with ply shutters |
| 15 | iii.Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 17 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 18 | 6 mm cement plaster of mix :i.In cement mortar 1 : 3 ( 1 cement : 3 fine sand) |
| 19 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :i..1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 20 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.B) For G.I. / C.I. / D.I. pipes in new worka) In all kinds of soilii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 21 | Providing andlaying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge. |
| 22 | i). 150 mm dia ductile iron K7 pipes |
| 23 | ii). 200 mm dia ductile iron K7 pipes |
| 24 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A)External work.i) 150 mm dia. nominal bore |
| 25 | Providing and fixing G.I. pipes of Medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A)External work.i) x. 100 mm dia. nominal bore |
| 26 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i). 150 mm dia |
| 27 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 28 | i). 150 mm diaA)PN - 1.6 |
| 29 | ii). 200 mm dia.A)PN - 1.6 |
| 30 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. |
| 31 | v). 150 mm dia |
| 32 | v). 200 mm dia |
| 33 | Charges for cutting D.I. pipe with steel saw bymanual means as per CPWD specification and direction of the Engineer - in charge. |
| 34 | i). 150 mm dia |
| 35 | ii). 200 mm dia |
| 36 | Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paidseparately ). |
| 37 | v). iii. 100 mm dia |
| 38 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as requiredii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work |
| 40 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.A). With First class bricks |
| 41 | SH: Pump House |
| 42 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 44 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 45 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. \"-All kinds of soil |
| 46 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 40 mm nominal size) cum |
| 47 | 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 48 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-5.2.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 49 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishing and reinforcement-5.3.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 50 | a) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 51 | 5.9 Centering shuttering including struttings, propping etc. and removal of form work for: |
| 52 | 5.8.1.2)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 53 | 5.9.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 54 | 5.9.6.1 Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 55 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 56 | First class brick work in foundation and plinth including cost of all materials as required complete6.1.5) In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 57 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 58 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.9.2 40 mm thick with 20 mm well burnt brick aggregate |
| 59 | 12 mm cement plaster of mix12.1.4)In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 60 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 61 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete9.12.1 Hot finished welded type tubes |
| 62 | 6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 63 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete8.46.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 64 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 65 | 12.28 Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 66 | Neat cement punning. |
| 67 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 68 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete10.13.1)18 mm thick |
| 69 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 70 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. |
| 71 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.11.1.2 0.63mm thick with zinc coating not less than 275gm/m2 |
| 72 | Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm/20mm nominal size)4.10.1) D.P.C. 40 mm thick |
| 73 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 74 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : 8.1.2) Karai wood |
| 75 | Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. a) Local Teak wood 8.5.1.1) 35 mm thick shutters |
| 76 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 8.61.4)100 x 10 mm |
| 77 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 8.64.2)100 mm |
| 78 | Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete8.60.2) 250 x 16 mm |
| 79 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design |
| 80 | Coal tarring ( two or more coats ) of approved brand and manufacture on new work @ 0.16 litre and 0.12 coal tar per sqm in the first coat and second coat respectively complete [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 81 | Providing & installation of 53.00 mtr headwater lubricated submerssible pump (Raw water) with 3 Ph , 415 VACmotorwith star delta connection along withPVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as requiredupto the depth of6.10 mtr (maximum) by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI ) (Pumpset, cable,G.I. pipe of medium class for column assemblyetc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately).ii) 15000 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange |
| 82 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 83 | v). 40 mm dia |
| 84 | ix). 100 mm dia |
| 85 | xi.). 150 mm dia |
| 86 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 87 | xxviii).100 x 80 mm dia |
| 88 | xxxv). 150 x 100 mm dia |
| 89 | Charges for making G.I. Short piece i/c. cutting, threading at both end, fitting, fixing at site etc. as per specification and the direction of the Engineer-in-charge. ( G.I. pipes will be supplied from the department free of cost ). |
| 90 | ii). 150 mm dia |
| 91 | iii) 100 mm dia. |
| 92 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge |
| 93 | ii). 150 mm dia |
| 94 | iii). 100 mm dia |
| 95 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 96 | v). 40 x 40 x 40 mm dia |
| 97 | ix). 100 x 100 x 100 mm dia |
| 98 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.v) 40 mm dia |
| 99 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in -chargeiii). 40 mm dia |
| 100 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -Charge.B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soiliI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 101 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer- in - charge.A). External work. |
| 102 | v) 40 mm dia. nominal bore |
| 103 | ix). 100 mm dia. nominal bore |
| 104 | xi.) 150 mm dia. nominal bore |
| 105 | Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 106 | i). 100 mm nominal bore |
| 107 | ii). 150 mm nominal bore |
| 108 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 109 | ii). 100 mm dia. A) PN - 1.6 |
| 110 | i). 150 mm dia. A) PN - 1.6 |
| 111 | SH: ELECTRICAL and ALLIED WORKS |
| 112 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineerin-charge. |
| 113 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-chargei) 16 sqmm |
| 114 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-incharge |
| 115 | Providing and fitting fixing of moving iron type, Range 0-100/0- 200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge |
| 116 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-chargei) 35 HP/26 kw Relay range within 20-32 + 10% |
| 117 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-incharge.i) 100 amps |
| 118 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-chargi) 80-100 Amps |
| 119 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-chargei) 5-15 kVAr 440 V |
| 120 | Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/ HAVELS/ Siemens etc. make complete as perspecification and direction of the Engineer-in-charge |
| 121 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 122 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-chargei) 50 sqmm |
| 123 | Providing and fitting fixingof 3 Phindicating lamp fitted on panel board in 3 different colours lamp with batten holder complete as per direction of the Engineer-in-Charge. |
| 124 | Sub Head : Construction of Clear Water Pump House cum Chlorination Room |
| 125 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. a) All kinds of soil |
| 126 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 127 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil |
| 128 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:4.1.16)1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 40 mm nominal size) |
| 129 | First class brick work in foundation and plinth including cost of all materials as required complete:6.1.5 In cement mortar 1:4 ( 1 cement : 6 fine sand ). |
| 130 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 131 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 132 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 133 | 5.3.1.4)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 134 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinthlevel.5.2.4) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 135 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 136 | 5.9.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 137 | iii.Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 138 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.11.1.2 0.63mm thick with zinc coating not less than 275gm/m2 |
| 139 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.10.5.1)40mm thick. |
| 140 | 12 mm cement plaster of mix12.1.4)In cement mortar 1 : 4 ( 1 cement : 4 fine sand) |
| 141 | 15 mm cement plaster on the rough side of single orhalf brick wall of mix.12.2.4) In cement mortar 1 : 4 ( 1 cement : 6 fine sand ) |
| 142 | Steel work in built up tubular (round, square orrectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete:-Hot finished welded type tubes |
| 143 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 144 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :i)New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 145 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 146 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 147 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.10.13.1)18 mm thick |
| 148 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-Using M.S. angels 40x40x6 mm for diagonal braces. |
| 149 | Supply & installation of pre-painted Galvalume sheetsfor roofing/cladding (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) in550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micronon both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge.The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.11.15.3 0.50mm thickness |
| 150 | ELECTRICAL and ALLIED WORKS |
| 151 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineerin-charge. |
| 152 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-chargei) 16 sqmm |
| 153 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-incharge |
| 154 | Providing and fitting fixing of moving iron type, Range 0-100/0- 200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge |
| 155 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-chargei) 35 HP/26 kw Relay range within 20-32 + 10% |
| 156 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-incharge.i) 100 amps |
| 157 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-chargi) 80-100 Amps |
| 158 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-chargei) 5-15 kVAr 440 V |
| 159 | Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/ HAVELS/ Siemens etc. make complete as per specification and direction of the Engineer-in-charge |
| 160 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 161 | Supplying and fixing Bus Bar Chamber with 4(four) strip bus bar of length 600 mm made aluminium alloy for wrought aluminium suitable for 200 Amps capacity with all accessories including necessary connection painting etc as required. |
| 162 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-chargei) 50 sqmm |
| 163 | Providing and fitting fixingof 3 Phindicator lamp fitted on panel board in 3 different colours lamps with batten holder complete asper direction of the Engineer-in-Charge. |
| 164 | Providing and installation of 1(one) No, Electro Chlorinator, for onsite generation of sodium hypochlorite solution capable ofdischarging 100 gm per hour active chlorine. |
| 165 | SH: CWR (75000 Gallon Capacity) |
| 166 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. a) All kinds of soil |
| 167 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 168 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 169 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\"-All kinds of soil |
| 170 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size |
| 171 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 172 | 5.8.1.2)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 173 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 174 | 5.8.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 175 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 176 | 5.8.9) Domes upto 6 m span |
| 177 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 178 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 179 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:5.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 180 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 181 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 182 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 183 | 6 mm cement plaster of mix :i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 184 | Neat cement punning. |
| 185 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 186 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittingsincluding trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. ix) 100 mm dia. Nominal bore |
| 187 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 100 mm dia. |
| 188 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -Charge.B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soiliI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 189 | Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge. |
| 190 | ii) 150 mm dia |
| 191 | iii). 200 mm dia |
| 192 | iv). 250 mm dia |
| 193 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of thesame. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge |
| 194 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 195 | Providing & installation of 53.00 mtr headwater lubricated submerssible pump (Raw water) with 3 Ph , 415 VACmotorwith star delta connection along withPVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as requiredupto the depth of6.10 mtr (maximum) by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI ) (Pumpset, cable,G.I. pipe of medium class for column assemblyetc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately).ii) 15000 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange |
| 196 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.A. With 1st class bricks. No. 14,488.00 |
| 197 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. |
| 198 | i). 150 mm dia. A)PN - 1.6 |
| 199 | ii). 200 mm dia.A)PN - 1.6 |
| 200 | iii) 250 mm dia.A.) PN - 1.6 |
| 201 | Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). |
| 202 | vi. 200 mm dia |
| 203 | vii. 250 mm dia |
| 204 | Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. |
| 205 | i Upto 300 mm dia. t 181,392.20 |
| 206 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. |
| 207 | iv. 150 mm dia |
| 208 | v. 200 mm dia |
| 209 | vi. 250 mm dia |
| 210 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 211 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 212 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.12.27.1 Water thinnable cement primer |
| 213 | Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.iii. 100 mm dia No. |
| 214 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawingsand MoRD Technical Specification Clause 1701. |
| 215 | Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans and MoRT&H Technical Specification Clause 802.. |
| 216 | A. Truss and Vertical support |
| 217 | B. Aluminium Alloy Plate for Over Head Sign |
AI Tender Summary
Tender Timeline
Jan 16, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 01, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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