Construction Of 1 ( One ) No . Pump House , Providing And Installation Of Pump Sets , Providing And Laying Of Distribution Pipeline , Providing Domestic Connection Etc . Complete Within The Jurisdiction Of Dws Sub-Division , Damcherra , Gr . - I
Tender Value
24.74 Lakhs
Estimated cost
Bid Submission
27 Nov 2020
0 days left
EMD
24743
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Damcherra → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 1 ( One ) No . Pump House , Providing And Installation Of Pump Sets , Providing And Laying Of Distribution Pipeline , Providing Domestic Connection Etc . Complete Within The Jurisdiction Of Dws Sub-Division , Damcherra , Gr . - I Const . Of 1 ( One ) No . Pump House , Providing And Installation Of Pump Sets , Providing And Laying Of Distribution Pipeline , Providing Domestic Connection Etc . Complete Within The Jurisdiction Of Dws Sub-Division , Damcherra / Gr . - I
BOQ
| NAME OF WORK :Water supply Schemes under Deposit Work-Bru Re-Settlement / JJM / RIDF in North Tripura District during the year 2020-21/ SH: Construction of 1(one) no. Pump House, providing and installation of pump sets, providing and laying of distribution pipeline, providing domestic connection etc. complete within the jurisdiction of DWS Sub-Division, Damcherra / Gr. - I. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | 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.\n-All kinds of soil | BI01010001010000000000000515BI0100001114 | 21.6 | Cum |
| 2 | 1.02 | 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.\n-All kinds of soil | BI01010001010000000000000515BI0100001115 | 24.16 | Cum |
| 3 | 1.03 | 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 | BI01010001010000000000000515BI0100001116 | 8.09 | cum |
| 4 | 1.04 | 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. | BI01010001010000000000000515BI0100001117 | 6.641 | Cum |
| 5 | 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: | BI01010001010000000000000515BI0100001118 | ||
| 6 | 1.0501 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 1.77 | cum |
| 7 | 1.0502 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone\naggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001120 | 4.393 | cum |
| 8 | 1.06 | First class brick work in foundation and plinth\nincluding cost of all materials as required complete:-\n In cement mortar 1:6 ( 1 cement : 6 fine sand ). | BI01010001010000000000000515BI0100001121 | 4.973 | cum |
| 9 | 1.07 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-\n In cement mortar 1:6 ( 1 cement : 6 fine sand ). | BI01010001010000000000000515BI0100001122 | 1.6 | cum |
| 10 | 1.08 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-\na.) In cement mortar 1:4 (1 cement : 4 fine sand). | BI01010001010000000000000515BI0100001123 | 22.01 | sqm |
| 11 | 1.09 | Half brick masonry work with first class bricks in\nsuperstructure upto floor five level including cost of all materials as required complete:-\n\na.) In cement mortar 1:4 (1 cement : 4 fine sand). | BI01010001010000000000000515BI0100001124 | 44.68 | sqm |
| 12 | 1.1 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 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. | BI01010001010000000000000515BI0100001125 | 8 | sqm |
| 13 | 1.11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-\n-All work upto plinth level:\n\na) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001126 | 1.854 | cum |
| 14 | 1.12 | 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- \na) In plinth and skirting courses, fillets, columns, pillars, posts and struts\ni) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001127 | 0.8 | cum |
| 15 | 1.13 | 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-\n 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001128 | 0.57 | cum |
| 16 | 1.14 | Reinforcement for R.C.C. work including straightening,\ncutting, bending, placing in position and binding all\ncomplete above plinth level.\n Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001129 | 236 | kg |
| 17 | 1.15 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001130 | ||
| 18 | 1.1501 | Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001131 | 1.2 | sqm |
| 19 | 1.1502 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001132 | 10.22 | sqm |
| 20 | 1.1503 | Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | BI01010001010000000000000515BI0100001133 | 12.8 | sqm |
| 21 | 1.1504 | Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001134 | 2.25 | sqm |
| 22 | 1.16 | 12 mm cement plaster of mix \n Cement mortar 1:6 (1 cement : 6 fine sand) | BI01010001010000000000000515BI0100001135 | 73.98 | sqm |
| 23 | 1.17 | 15 mm cement plaster on the rough side of single or half brick wall of mix:\n Cement mortar 1:6 (1 cement : 6 fine sand) | BI01010001010000000000000515BI0100001136 | 59.9 | sqm |
| 24 | 1.18 | 6 mm cement plaster of mix :\na) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001137 | 16.66 | sqm |
| 25 | 1.19 | Neat cement punning. | BI01010001010000000000000515BI0100001138 | 28.63 | Sqm |
| 26 | 1.2 | 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.\na) 40mm thick. | BI01010001010000000000000515BI0100001139 | 14.63 | Sqm |
| 27 | 1.21 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. | BI01010001010000000000000515BI0100001140 | 9.48 | kg |
| 28 | 1.22 | 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.\na) Fixed to steel windows by welding | BI01010001010000000000000515BI0100001141 | 22 | kg |
| 29 | 1.23 | 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.\n | BI01010001010000000000000515BI0100001142 | 4.92 | sqm |
| 30 | 1.24 | 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.\na) Hot finished welded type tubes | BI01010001010000000000000515BI0100001143 | 165 | kg |
| 31 | 1.25 | 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.\ni) 150 mm dia | BI01010001010000000000000515BI0100001144 | 6.3 | mtr |
| 32 | 1.26 | 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.\na) 0.63mm thick with zinc coating not less than 275gm/m2 | BI01010001010000000000000515BI0100001145 | 26.95 | Sqm |
| 33 | 1.27 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. | BI01010001010000000000000515BI0100001146 | 49.28 | sqm |
| 34 | 1.28 | Finishing walls with acrylic smooth exterior paint of\nrequired shade of approved brand and manufacture\n[Payment shall be made after submission of Test\nCertificate issued by the Manufacturer] :\nNew 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) | BI01010001010000000000000515BI0100001147 | 61.34 | Sqm |
| 35 | 1.29 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture, of required shade\nand colour complete, as per manufacurer's specification.\n[Payment shall be made after submission of Test\nCertificate issued by the Manufacturer]\n Two or more coats on new work | BI01010001010000000000000515BI0100001148 | 49.28 | sqm |
| 36 | 1.3 | Painting with synthetic enamel paint of approved brand\nand manufacture to give an even shade [Payment shall\nbe made after submission of Test Certificate issued by\nthe Manufacturer]:\n Two or more coats on new work | BI01010001010000000000000515BI0100001149 | 38.42 | Sqm |
| 37 | 1.31 | 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :\na) Raised Band | BI01010001010000000000000515BI0100001150 | 8 | Mtr |
| 38 | 1.32 | Lettering with black japan paint of approved brand and manufacture on new work. | BI01010001010000000000000515BI0100001151 | 1000 | per letter per cm height |
| 39 | 2 | SH : ELECTRICAL AND MECHANICAL WORKS | BI01010001010000000000000515BI0100001152 | ||
| 40 | 2.01 | 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 Engineer-in-charge.. | BI01010001010000000000000515BI0100001153 | 1 | Nos |
| 41 | 2.02 | 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-charge.\n\ni. 25 HP/18.5 kw Relay range within 13-21 + 10% | BI01010001010000000000000515BI0100001154 | 1 | Nos |
| 42 | 2.03 | 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-in-charge.\ni) 100 amps | BI01010001010000000000000515BI0100001155 | 1 | No. |
| 43 | 2.04 | 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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001156 | 3 | Nos |
| 44 | 2.05 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001157 | 3 | Nos |
| 45 | 2.06 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-incharge | BI01010001010000000000000515BI0100001158 | 3 | Job |
| 46 | 2.07 | 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.\ni) for 3-phase connection with 4.00 mtr. Long G.I. pipe | BI01010001010000000000000515BI0100001159 | 1 | Nos |
| 47 | 2.08 | Providing, Installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC motor with star delta connection upto the depth of 100 ft 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 (pump, motor with cable, G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).\nii) 2500 GPH capacity with 50/65 mm dia G.I. pipe and 10 mm thick GI flange | BI01010001010000000000000515BI0100001160 | 2 | Nos |
| 48 | 3 | SH : PIPE LINE AND ALIED WORKS | BI01010001010000000000000515BI0100001161 | ||
| 49 | 3.01 | 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. | BI01010001010000000000000515BI0100001162 | ||
| 50 | 3.0101 | For UPVC pipes in new work\na). In all kinds of soil | BI01010001010000000000000515BI0100001163 | ||
| 51 | 3.01011 | For pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001164 | 3090 | Mtr |
| 52 | 3.01012 | For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001165 | 1800 | Mtr |
| 53 | 3.0102 | For G.I. / C.I. / D.I. pipes in new work \n( a). In all kinds of soil | BI01010001010000000000000515BI0100001166 | ||
| 54 | 3.01021 | For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001167 | 115.5 | Mtr |
| 55 | 3.02 | 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 cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. \nA). Class - 3 ( working pressure 6.0 kg / cm2) | BI01010001010000000000000515BI0100001168 | ||
| 56 | 3.0201 | 90 mm OD | BI01010001010000000000000515BI0100001169 | 1200 | Mtr |
| 57 | 3.0202 | 110 mm OD | BI01010001010000000000000515BI0100001170 | 900 | Mtr |
| 58 | 3.0203 | 140 mm OD | BI01010001010000000000000515BI0100001171 | 900 | Mtr |
| 59 | 3.03 | Charges for 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 | BI01010001010000000000000515BI0100001172 | ||
| 60 | 3.0301 | 100 mm dia | BI01010001010000000000000515BI0100001173 | 11 | Mtr |
| 61 | 3.0302 | 150 mm dia | BI01010001010000000000000515BI0100001174 | 104.5 | Mtr |
| 62 | 3.04 | 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. | BI01010001010000000000000515BI0100001175 | ||
| 63 | 3.0401 | 100 mm dia | BI01010001010000000000000515BI0100001176 | 2 | Joints |
| 64 | 3.0402 | 150 mm dia | BI01010001010000000000000515BI0100001177 | 19 | Joints |
| 65 | 3.05 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001178 | ||
| 66 | 3.0501 | B) D.I. all socketted Bend 45 degree | BI01010001010000000000000515BI0100001179 | ||
| 67 | 3.0502 | 150 mm dia | BI01010001010000000000000515BI0100001180 | 1 | Nos |
| 68 | 3.0503 | D.I. all socketted Bend 22.5 degree | BI01010001010000000000000515BI0100001181 | ||
| 69 | 3.0504 | 150 mm dia | BI01010001010000000000000515BI0100001182 | 1 | Nos |
| 70 | 3.0505 | D.I. all socketted tee | BI01010001010000000000000515BI0100001183 | ||
| 71 | 3.0506 | 150 x 150 x 100 mm dia | BI01010001010000000000000515BI0100001184 | 2 | Nos |
| 72 | 3.0507 | D.I. Flanged Socketted tail piece | BI01010001010000000000000515BI0100001185 | ||
| 73 | 3.0508 | 150 mm dia | BI01010001010000000000000515BI0100001186 | 2 | Nos |
| 74 | 3.0509 | D.I. Flanged Spigotted tail piece | BI01010001010000000000000515BI0100001187 | ||
| 75 | 3.051 | 150 mm dia | BI01010001010000000000000515BI0100001188 | 2 | Nos |
| 76 | 3.06 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001189 | ||
| 77 | 3.07 | 80 mm nominal bore | BI01010001010000000000000515BI0100001190 | 1 | Nos |
| 78 | 3.08 | 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. | BI01010001010000000000000515BI0100001191 | ||
| 79 | 3.0801 | 80 mm dia. \n\nA) PN - 1.6 | BI01010001010000000000000515BI0100001192 | 1 | Nos |
| 80 | 3.0802 | 100 mm dia. \n\nA) PN - 1.6 | BI01010001010000000000000515BI0100001193 | 1 | Nos |
| 81 | 3.0803 | 150 mm dia. \n\nA) PN - 1.6 | BI01010001010000000000000515BI0100001194 | 2 | Nos |
| 82 | 3.09 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001195 | ||
| 83 | 3.0901 | 110 x 90 mm dia | BI01010001010000000000000515BI0100001196 | 2 | Nos |
| 84 | 3.0902 | 140 x 110 mm dia | BI01010001010000000000000515BI0100001197 | 2 | Nos |
| 85 | 3.1 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001198 | ||
| 86 | 3.1001 | 90 mm dia | BI01010001010000000000000515BI0100001199 | 3 | Nos |
| 87 | 3.1002 | 110 mm dia | BI01010001010000000000000515BI0100001200 | 2 | Nos |
| 88 | 3.1003 | 140 mm dia | BI01010001010000000000000515BI0100001201 | 2 | Nos |
| 89 | 3.11 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001202 | ||
| 90 | 3.1101 | 90 mm dia | BI01010001010000000000000515BI0100001203 | 2 | Nos |
| 91 | 3.1102 | 110 mm dia | BI01010001010000000000000515BI0100001204 | 2 | Nos |
| 92 | 3.12 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001205 | ||
| 93 | 3.1201 | 90 x 90 mm dia | BI01010001010000000000000515BI0100001206 | 2 | Nos |
| 94 | 3.1202 | 110 x 110 mm dia | BI01010001010000000000000515BI0100001207 | 2 | Nos |
| 95 | 3.1203 | 140 x 140 mm dia | BI01010001010000000000000515BI0100001208 | 2 | Nos |
| 96 | 3.13 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. \nB). by manual means | BI01010001010000000000000515BI0100001209 | 31.5 | Mtr |
| 97 | 3.14 | 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 CPWD specification and direction of the Engineer - in - charge. \nA). External work | BI01010001010000000000000515BI0100001210 | ||
| 98 | 3.1401 | 15 mm dia. nominal bore | BI01010001010000000000000515BI0100001211 | 31 | Mtr |
| 99 | 3.15 | 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. | BI01010001010000000000000515BI0100001212 | 2 | Nos |
| 100 | 3.19 | 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 Engineer-in-charge. | BI01010001010000000000000515BI0100001213 | 2 | Nos |
| 101 | 3.2 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). | BI01010001010000000000000515BI0100001214 | ||
| 102 | 3.2001 | 15 mm dia | BI01010001010000000000000515BI0100001215 | 1875 | Mtr |
| 103 | 3.2002 | 20mm dia | BI01010001010000000000000515BI0100001216 | 15 | Mtr |
| 104 | 3.21 | 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. | BI01010001010000000000000515BI0100001217 | ||
| 105 | 3.2101 | 15 mm nominal bore | BI01010001010000000000000515BI0100001218 | 250 | Nos |
| 106 | 3.22 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001219 | ||
| 107 | 3.2201 | 90 mm dia with 15 mm dia opening | BI01010001010000000000000515BI0100001220 | 150 | Nos |
| 108 | 3.2202 | 110 mm dia with 15 mm dia opening | BI01010001010000000000000515BI0100001221 | 50 | Nos |
| 109 | 3.2203 | 140 mm dia with 15 mm dia opening | BI01010001010000000000000515BI0100001222 | 50 | Nos |
| 110 | 3.23 | 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.\ni.) 15 mm dia | BI01010001010000000000000515BI0100001223 | 250 | Nos |
| 111 | 3.24 | Providing and fixing G.I. socket as per CPWD specification anddirection of the Engineer - in - charge.\ni.) 15 mm dia | BI01010001010000000000000515BI0100001224 | 500 | Nos |
| 112 | 3.25 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.\ni.) 15 mm dia | BI01010001010000000000000515BI0100001225 | 250 | Nos |
| 113 | 3.26 | Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge\niii) 15 mm dia 150 mm long | BI01010001010000000000000515BI0100001226 | 60 | Nos |
| 114 | 3.28 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. \ni) 15 mm dia PVC /plastic bib cock | BI01010001010000000000000515BI0100001227 | 250 | Nos |
AI Tender Summary
Tender Timeline
Nov 09, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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