Construction Of 02 ( Two ) Nos Pump House, Installation Of Pump Motor, Laying Of Pipe Line And Providing Of Fhtc Under Dws Sub Division, Teliamura ( Gr-V )
Tender Value
61.75 Lakhs
Estimated cost
Bid Submission
28 Feb 2022
0 days left
EMD
61752
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
teliamura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 02 ( Two ) Nos Pump House, Installation Of Pump Motor, Laying Of Pipe Line And Providing Of Fhtc Under Dws Sub Division, Teliamura ( Gr-V )
BOQ
| Sl. No. | Item Description |
| 1 | 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 i) By manual means |
| 2 | 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 |
| 3 | 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. |
| 4 | 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 well burnt brick aggregate 40 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:5:10 ( 1 Cement: 5 fine sand : 10 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- a) All work upto plinth level: 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brickaggregate of 20 mm nominal size) |
| 7 | 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- In plinth and skirting courses, fillets, columns, pillars, posts and struts. (i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 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- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 10 | a)Foundations, footings, bases for columns etc for mass concrete with timber plank |
| 11 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 12 | c) Weather shade chajjas, corbels etc including edges |
| 13 | d) Columns, Pillars, Piers, Abutments, Posts and Struts with woodenplank. |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of Grade FE-500D or more |
| 15 | First class brick work in foundation and plinth including cost of all materials as required complete:- a) In Cement mortar 1:6 (1 cement : 6 fine sand ) |
| 16 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-iii) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 17 | Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete |
| 18 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- a) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 19 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-a)In cement mortar 1:5 ( 1 cement : 5 fine sand ). |
| 20 | 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 in/c cement slurry, rounding of edges and strips etc. complete. a) 40 mm thick with 20 mm well burnt brick aggregate |
| 21 | 12 mm cement plaster of mix. a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 22 | 15 mm cement plaster on the rough side of single or half brick wall of mix. a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 23 | 6 mm cement plaster of mix. a) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 24 | Neat cement punning. |
| 25 | Providing and fixing M.S grill of required pattern in frames of windows etc. with M.S flat, square or round bars etc all complete. Fixet to steel windows by welding |
| 26 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 27 | 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] New work (2 or more coats applied @1.67 lts/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm. |
| 28 | Painting with synthetic enamel paint of approved brand and manufacturer 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 works over and under coat of suitable shade with ordinary paint (primer) of approved brand and manufacturer |
| 29 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge.i) 150 mm dia. |
| 30 | Providing and fixing ISI marked oxidise M.S. tower bolts, black finish (Barrel type) with necessary screws etc. complete: |
| 31 | i) 250x 10 mm. |
| 32 | ii) 150 x 10 mm |
| 33 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : i) 125mm |
| 34 | 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. complete. Hot finished welded type tubes |
| 35 | Providing structural steel workin single section fixed with or without connecting plate in/c cutting , hoisting, fixing, in position and applying a priming coat of approved steel primer all complete as required. |
| 36 | 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:- a)Using flats 30x6mm for diagonal braces and central crosspiece. |
| 37 | Providing and fixing M.S. bolts in/c nuts & washer complete as per standard design. (i) upto 300 mm length . |
| 38 | ProvidingcorrugatedG.S.sheetroofingincludingvertical/curved surface fixedwithpolymercoatedJorLhooks,bolts andnuts8mm diameterwithbitumenandG.I.limpetwashersorwithG.I.limpet washersfilledwithwhiteleadandincludingacoatofapprovedsteel primerandtwocoatsofapprovedpaintonoverlappingofsheets complete(uptoanypitchinhorizontal/verticalorcurvedsurfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(i)0.63mm thick with zinc coating not less than 275gm/m2 |
| 39 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement:3 fine sand: 6 graded well burnt brick aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth |
| 40 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , 2.50 mtr. Long , 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 m long GI pipe. |
| 41 | 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)as per specification and direction of the Engineer-in-charge. |
| 42 | i) 35 HP/26 kw Relay range within 20-32 + 10% |
| 43 | i i) 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 44 | 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 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 45 | 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. completeas per specification and direction of the Engineer-in-charge. |
| 46 | i) 63 amps |
| 47 | ii) 100 amps |
| 48 | Providing and fitting fixing with PVC insulated single core multi strand 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-charge. i) 16 sqmm .(7/16 Gauge) |
| 49 | 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-in-charge. |
| 50 | 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. |
| 51 | Providing and febrication of column pipe including fitting fixing of G.I Flange by cutting the G.I pipe(conforming to I.S:1239 medium class) into 3.05 mtr long and welding the same with G.I. flange as per specification and direction of Engineer-in -Charge (G.I. pipe will be provided by the agency at his own cost & risk). |
| 52 | iv)For 100 mm dia G.I. pipe with 10 mm thick GI flange |
| 53 | iv)For 80 mm dia G.I. pipe with 10 mm thick GI flange |
| 54 | iv)For 50 mm dia G.I. pipe with 10 mm thick GI flange |
| 55 | Supplying of wooden table with drawer to the right side of size :- 48\"x30\"x30\" for DTW Scheme. |
| 56 | Supplying of armed plastic Chair for DTW Scheme. |
| 57 | 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-charge. (i) 25-32 Amps |
| 58 | 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-charge. i. 5-15 kVAr 440 V |
| 59 | Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge. |
| 60 | Providing and fitting fixing with PVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. |
| 61 | (i) 10.0 sqmm |
| 62 | (ii) 4.0 sqmm |
| 63 | Providing and installation of submersible pump with motor up to the depth of 100 ft by GI pipe (conferming to IS:1239 Medium class) with Tail Piece as required welded with GI Flange Including necessary rubber washer, Nut & Bolt, MS Safty Clamp etc. as per required size and making necessary electrical connection with main switch / starer with motor including commissioning and trial run as per direction of the engineer -in- charge, (necessary cable, Rubber washer, Nut & Bolts, MS Safty clamps and GI Column Pipe including Febrication will be paid separetly) |
| 64 | i) 10000 GPH capacity Pump Motor with 100 mm dia GI pipe and 10 mm thick GI flange. |
| 65 | i i) 5000 GPH capacity Pump Motor with 100 mm dia GI pipe and 10 mm thick GI flange. |
| 66 | Supplying and fitting fixing of submersible pump and motor set 5HP(2500 GPH), head ( as per requirement), 350 to 420 V(TP), 50 Hz. At various location in/c trial run as per specification and direction of the Engineer-in-charge. |
| 67 | Labour charge for fitting fixing and lowering 2500/5000/7500/10000/15000/20000 GPH capacity water lubricated vertical submerissible pump with motor including column assembly upto 100 ft. by heavy duty chain pully block as per direction of the engineer-in-charge.(Pump motor set will be supplied by the department at free of cost).(Only for 2500 GPH pump motor) |
| 68 | Extra labour charge for loweing the submersible column pipe beyond 100 ft |
| 69 | Supplying Taparia make tools of ISI marked for DTW scheme |
| 70 | (i) Sly Wrenches (12\"\") |
| 71 | (ii) Pipe Wrench (18\"\") |
| 72 | (iii) Screw Driver (8\"\") |
| 73 | (iv) Pliers (8\"\") |
| 74 | Excavating trenches of required width for pipes, cables etc. including excavation 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.A) For UPVC pipes in new work.a) In all Kinds of Soil. |
| 75 | (i) For pipes not exceeding 90 mm dia |
| 76 | ii) For pipes exceeding 90 mm dia but not exceeding 300mm dia. |
| 77 | B. For G.I. / C.I. / D.I. pipes in new work. i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 78 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cementconforming to IS : 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately) as perCPWD specification and direction of the Engg - in - charge. Class-3 (working pressure 6kg/cm2) |
| 79 | (i) 40mm OD |
| 80 | (ii) 50mm OD |
| 81 | (v) 90mm OD |
| 82 | (vi) 110mm OD |
| 83 | (vii) 140 mm OD |
| 84 | Providing and laying of flexible PVC pipe(conforming to IS:7634) complete as per specification and direction of the Engineering-in-charge.(cost of earth work and fittings will be paid seperately) |
| 85 | (a) 15mm dia |
| 86 | (b) 20 mm dia. |
| 87 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 88 | (i) 110x90 mm dia |
| 89 | (ii) 140 x 110 mm dia |
| 90 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 91 | (i) 100 mm dia |
| 92 | (ii) 150 mm dia |
| 93 | Charges for cutting D.I pipes with steel saw by manual means as per CPWD specification and direction of the Engineer-in-charge |
| 94 | (i) 100 mm dia. |
| 95 | (ii) 150 mm dia |
| 96 | 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. |
| 97 | (viii) 80mm dia nominal bore |
| 98 | (ix) 100 mm dia nominal bore |
| 99 | Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge. |
| 100 | iv) 100 mm nominal bore. |
| 101 | iii) 80 mm nominal bore. |
| 102 | Providing and fixing in position Precast RCC hydrant post of size 200 x 200 mm at the bottom & 150 x 150 mm at the top and 1300 mm high ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 9 Nos ), 500 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size ) including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of of the Engineer-in-charge. |
| 103 | Providing and fixing in position Precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement (TMT bars ) 8 Nos, 8 mm dia in both direction including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement )complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge. |
| 104 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. (i) 10mm nominal bore |
| 105 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 106 | (ii) 40x40x15mm dia |
| 107 | (iii) 20x20x15mm dia |
| 108 | (x) 50x50x15mm dia |
| 109 | (viii) 40x40x20mm dia |
| 110 | (xiii) 50x50x40mm dia |
| 111 | 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. |
| 112 | (i) 15x15x15 mm dia |
| 113 | (v) 40x40x40 mm dia |
| 114 | (vi) 50x50x50 mm dia |
| 115 | (ii) 20x20x20 mm dia |
| 116 | Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge. |
| 117 | (ii) 40mm dia |
| 118 | (iii) 20mm dia |
| 119 | (iv) 15mm dia |
| 120 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 121 | (ii) 40mm dia |
| 122 | (vi) 50mm dia |
| 123 | (iii) 20mm dia |
| 124 | (iv) 15mm dia |
| 125 | Making road crossing by horizontal boring for smooth laying of UPVC/ CI /DI /GI /pipes etc. of required dia complete as per specification and direction of the Engineer- in charge. (A) By manual means |
| 126 | Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per chapter 20 of CPWD specification and direction of the Engineer – in - charge. |
| 127 | i) 100 mm dia. |
| 128 | ii) 150 mm dia |
| 129 | Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. (PN-1) . |
| 130 | i) 80 mm dia. |
| 131 | ii) 100 mm dia. |
| 132 | iii) 150 mm dia |
| 133 | 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 perCPWD specification and direction of the Engineer - in - charge. |
| 134 | (i) 100 mm dia |
| 135 | (ii) 150 mm dia |
| 136 | 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. |
| 137 | i) 20 x15 mm dia |
| 138 | ii) 40 X 15 mm dia |
| 139 | viii) 40 X 20 mm dia |
| 140 | xiii) 50 X 40 mm dia |
| 141 | xi) 50 X 20 mm dia |
| 142 | iii) 80x100 mm dia |
| 143 | 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 |
| 144 | i)15mm dia |
| 145 | ii) 20mm dia |
| 146 | v) 40mm dia |
| 147 | vi) 50mm dia |
| 148 | (iii) 80mm dia |
| 149 | (iv) 100 mm dia |
| 150 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different locationas per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock |
| 151 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge. |
| 152 | i) 15 mmdia75 mm long |
| 153 | 15 mmdia 150 mm long |
| 154 | 15 mmdia 225 mm long |
| 155 | 20 mmdia 75 mm long |
| 156 | 20 mmdia 150 mm long |
| 157 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 (Part 4) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engg - in - charge |
| 158 | (i) 40 mm dia |
| 159 | (ii) 50 mm dia |
| 160 | (iii) 90 mm dia |
| 161 | (iv) 110 mm dia. |
| 162 | Providing and fixing G.I pipes medium class as per IS: 1239 with latest amendement complete with G.I fittings including 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 |
| 163 | (i) 15 mm dia nominal bore |
| 164 | (viii) 80 mm dia nominal bore |
| 165 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 166 | i) 90 mm dia. |
| 167 | ii) 110 mm dia. |
| 168 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 169 | i) 90x90 mm dia. |
| 170 | ii) 110x110 mm dia. |
| 171 | iii)140x140 mm dia. |
| 172 | Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 173 | i) 90 mm dia |
| 174 | ii) 110 mm dia |
| 175 | iii) 140 mm dia |
| 176 | Providing and fixing rubber insertion (3mm thick) in G.I column pipe joints with nuts and bolts as per direction of the engineering-in-charge(nuts and bolts will be paid seperately) |
| 177 | (ii) for 100 mm dia column pipe |
| 178 | (ii) for 80 mm dia column pipe |
| 179 | Making and supplying fitting fixing of M.S safety clamps of size 200x250x150 mm with nuts and bolts complete as per direction of the engineer-in-charge |
| 180 | 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. |
| 181 | i. 150 mm dia |
| 182 | iii. 100 mm dia |
| 183 | iv. 80 mm dia |
| 184 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer-in-charge. |
| 185 | A. D.I. all socketted Bend 90 degreeii. 100 mm dia |
| 186 | iii. 150 mm dia |
| 187 | B. D.I. all socketted Bend 45 degreeii. 100 mm dia |
| 188 | iii. 150 mm dia |
| 189 | F. D.I all socketted teeii) 100x100x80 mm dia |
| 190 | iii) 150x150x150 mm dia |
| 191 | iv) 150x150x80 mm dia |
| 192 | v) 150x150x100 mm dia |
| 193 | I. D.I Double socketted tapperiii) 100x80 mm dia |
| 194 | iv) 150x100 mm dia |
| 195 | v) 150x80 mm dia |
| 196 | J. D.I Flanged socketted tail piecei) 80 mm dia |
| 197 | ii) 100 mm dia |
| 198 | iii) 150 mm dia |
| 199 | K. D.I Flanged Spigotted tail piecei) 80 mm dia |
| 200 | ii) 100 mm dia |
| 201 | iii) 150 mm dia |
AI Tender Summary
Tender Timeline
Feb 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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