Badp Scheme Under North Tripura District /Construction Of Innovative Water Supply Scheme At Helenpur Based On Tuibaklai Cherra Of Khumpui Vc Construction Of Innovative Water Supply Scheme At Helenpur Based On Tuibaklai Cherra Of Khumpui Vc /Sh Constr
Tender Value
62.80 Lakhs
Estimated cost
Bid Submission
19 Sep 2019
0 days left
EMD
62810
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dasda → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Badp Scheme Under North Tripura District /Construction Of Innovative Water Supply Scheme At Helenpur Based On Tuibaklai Cherra Of Khumpui Vc Construction Of Innovative Water Supply Scheme At Helenpur Based On Tuibaklai Cherra Of Khumpui Vc /Sh Construction Of Infiltration Well , Cwr , Pump House Including Pipe Line And Domestic Connection At Helenpur Under Dasda R . D Block During The Year
BOQ
| NAME OF WORK : Name of work:- BADP Scheme under North Tripura District /Construction of Innovative water Supply scheme at Helenpur based on Tuibaklai Cherra of Khumpui VC /SH: Construction of Infiltration well, CWR, Pump house including pipe line & domestic connection at Helenpur under Dasda R.D Block during the year 2019-20/Gr-II. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A) Sub- Head:- Construction of Infiltration Well | BI01010001010000000000000515BI0100001146 | ||
| 2 | 1.1 | Earthwork in excavation for structures as per drawing and MORT &H technical specifications Clause 304 i/c setting out construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.\nI) Ordinary Soil\nA) By Manual Means | BI01010001010000000000000515BI0100001147 | ||
| 3 | 1.101 | I) Upto 3 m depth | BI01010001010000000000000515BI0100001148 | 437.505 | Cum |
| 4 | 1.102 | ii) 3 m to 6 m depth | BI01010001010000000000000515BI0100001149 | 437.505 | Cum |
| 5 | 1.103 | iii)above 6 m depth | BI01010001010000000000000515BI0100001150 | 73.033 | Cum |
| 6 | 1.12 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -\n-All work upto plinth level:\n4.1.5) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001151 | 4.975 | Cum |
| 7 | 1.13 | First class brick work in foundation and plinth including cost of all materials as required complete:-\n6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001152 | 39.25 | Cum |
| 8 | 1.14 | 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-\n5.3.2) RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. \n5.3.2.2) 1:1.5:3 ( 1 Cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001153 | 12.266 | Cum |
| 9 | 1.15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\n5.20.4) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001154 | 1500 | KG |
| 10 | 1.16 | Centering shuttering including struttings, propping etc. and removal of form work for:\n5.9.5.1) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply | BI01010001010000000000000515BI0100001155 | 98.13 | Sqm |
| 11 | 1.17 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 2504.2.2 | BI01010001010000000000000515BI0100001156 | 46.394 | Cum |
| 12 | 1.18 | Providing and placing rapid gravity filter sand having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge. | BI01010001010000000000000515BI0100001157 | 39.263 | Cum |
| 13 | 1.19 | Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river West Bengal as per specification and the direction of the Engineer - in – charge | BI01010001010000000000000515BI0100001158 | 62.542 | Cum |
| 14 | 1.2 | 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.\n-All kinds of soil | BI01010001010000000000000515BI0100001159 | 109.35 | Cum |
| 15 | 1.21 | 12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.\n12.1.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001160 | 412.13 | Sqm |
| 16 | 1.22 | 12.5) Neat cement punning.(Qnty same as item no-11) | BI01010001010000000000000515BI0100001161 | 412.13 | Sqm |
| 17 | 1.23 | 6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.\n12.4.1) In cement mortar 1 : 3 (1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001162 | 28.26 | Sqm |
| 18 | 1.24 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by mini drilling rig as per specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001163 | ||
| 19 | 1.241 | A). UPVC 'CM' casing pipes\nii). 150 mm dia | BI01010001010000000000000515BI0100001164 | 16.5 | mtr |
| 20 | 1.242 | C). UPVC 'RS' pipes\nii). 150 mm dia | BI01010001010000000000000515BI0100001165 | 102.3 | mtr |
| 21 | 1.25 | Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.\nii). 150 mm dia | BI01010001010000000000000515BI0100001166 | 33 | nos |
| 22 | 1.26 | 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. | BI01010001010000000000000515BI0100001167 | 200 | KG |
| 23 | 1.27 | 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.\ni) 150 mm dia Ducctile Iron K-7 pipes.(Rising line from raw water chamber to aerator) | BI01010001010000000000000515BI0100001168 | 253 | mtr |
| 24 | 1.28 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.\ni)150 mm dia | BI01010001010000000000000515BI0100001169 | 8 | nos. |
| 25 | 1.29 | 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\ni)150 mm dia | BI01010001010000000000000515BI0100001170 | 46 | nos. |
| 26 | 1.3 | Providing & installation and commissioning of 5000 GPH capacity 136 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC 20 HP motor with star delta connection upto the depth of 300 ft to 350 ft by 65 mm dia GI column pipe ( conforming to IS : 1239 medium class ) with tailpiece welded with 10 mm thk 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. | BI01010001010000000000000515BI0100001171 | 1 | no. |
| 27 | 2 | B) Sub- Head:- Construction of 20000 gallon capacity semiunder ground reservoir | BI01010001010000000000000515BI0100001172 | ||
| 28 | 2.1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001173 | 900 | sqm |
| 29 | 2.11 | Earth work in excavation 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\ni) By manual means | BI01010001010000000000000515BI0100001174 | 1800 | cum |
| 30 | 2.12 | Earth work in excavation 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.\n2.13.1) By manual means | BI01010001010000000000000515BI0100001175 | 61.67 | cum |
| 31 | 2.13 | 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. | BI01010001010000000000000515BI0100001176 | 4.53 | cum |
| 32 | 2.14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –\n-All work upto plinth level:\n1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001177 | 4.53 | cum |
| 33 | 2.15 | 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:\n1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001178 | 12.6 | cum |
| 34 | 2.16 | 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- | BI01010001010000000000000515BI0100001179 | ||
| 35 | 2.161 | A) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. \n1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001180 | 4.75 | cum |
| 36 | 2.162 | B) RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. \n1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001181 | 2.39 | cum |
| 37 | 2.17 | 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 walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.\n1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001182 | 11.5 | cum |
| 38 | 2.18 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001183 | ||
| 39 | 2.181 | 1) Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001184 | 8.16 | sqm |
| 40 | 2.182 | 2) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply | BI01010001010000000000000515BI0100001185 | 118.55 | sqm |
| 41 | 2.183 | 3) Suspended floors, roofs, landings, balconies and access platform with timber planks | BI01010001010000000000000515BI0100001186 | 47.49 | sqm |
| 42 | 2.184 | 4)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply | BI01010001010000000000000515BI0100001187 | 13.66 | sqm |
| 43 | 2.19 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\n5.20.4 Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001188 | 4100 | kg |
| 44 | 2.2 | 6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.\nIn cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001189 | 254.18 | sqm |
| 45 | 2.21 | Neat cement punning. | BI01010001010000000000000515BI0100001190 | 254.18 | sqm |
| 46 | 2.22 | Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including a priming coat of cement primer to give an even shade complete. | BI01010001010000000000000515BI0100001191 | 104.33 | sqm |
| 47 | 3 | C) SH: Pump House & PIPE LINE | BI01010001010000000000000515BI0100001192 | ||
| 48 | 3.1 | 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 | BI01010001010000000000000515BI0100001193 | 90 | Cum |
| 49 | 3.11 | 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 | BI01010001010000000000000515BI0100001194 | 31.32 | Cum |
| 50 | 3.12 | 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 | BI01010001010000000000000515BI0100001195 | 10.44 | cum |
| 51 | 3.13 | 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. | BI01010001010000000000000515BI0100001196 | 6.402 | Cum |
| 52 | 3.14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:\n1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001197 | 1.77 | cum |
| 53 | 3.15 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001198 | 4.03 | cum |
| 54 | 3.16 | First class brick work in foundation and plinth\nincluding cost of all materials as required complete:-\n6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001199 | 4.976 | cum |
| 55 | 3.17 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-\n6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001200 | 1.6 | cum |
| 56 | 3.18 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.\n | BI01010001010000000000000515BI0100001201 | 1.6 | cum |
| 57 | 3.19 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-\n6.10.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001202 | 56.68 | sqm |
| 58 | 3.2 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-\n6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001203 | 44.68 | sqm |
| 59 | 3.21 | 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. | BI01010001010000000000000515BI0100001204 | 24.27 | sqm |
| 60 | 3.22 | 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:\n5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001205 | 1.589 | cum |
| 61 | 3.23 | 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- \n5.2.2) In plinth and skirting courses, fillets, columns, pillars, posts and struts\n5.2.2.2) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001206 | 1.152 | cum |
| 62 | 3.24 | 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- | BI01010001010000000000000515BI0100001207 | ||
| 63 | 3.241 | RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.\n5.3.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001208 | 0.281 | cum |
| 64 | 3.25 | RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. \n5.3.2.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001209 | 0.291 | cum |
| 65 | 3.26 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\n5.20.4) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001210 | 325 | kg |
| 66 | 3.27 | Centering shuttering including struttings, propping etc. and removal of form work for:\n | BI01010001010000000000000515BI0100001211 | ||
| 67 | 3.271 | a) Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001212 | 1.2 | sqm |
| 68 | 3.272 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001213 | 9.3 | sqm |
| 69 | 3.273 | c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | BI01010001010000000000000515BI0100001214 | 15.36 | sqm |
| 70 | 3.274 | d) Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001215 | 2.25 | sqm |
| 71 | 3.28 | 12 mm cement plaster of mix \na) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001216 | 73.98 | sqm |
| 72 | 3.29 | 15 mm cement plaster on the rough side of single or half brick wall of mix:\na) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001217 | 49.28 | sqm |
| 73 | 3.3 | 6 mm cement plaster of mix :\na) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001218 | 16.66 | sqm |
| 74 | 3.31 | Neat cement punning. | BI01010001010000000000000515BI0100001219 | 28.63 | Sqm |
| 75 | 3.32 | 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.\n10.5.1) 40mm thick. | BI01010001010000000000000515BI0100001220 | 14.63 | Sqm |
| 76 | 3.33 | 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.\n10.13.1) 18 mm thick | BI01010001010000000000000515BI0100001221 | 14.6 | Sqm |
| 77 | 3.34 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. | BI01010001010000000000000515BI0100001222 | 9.48 | kg |
| 78 | 3.35 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. | BI01010001010000000000000515BI0100001223 | 138 | kg |
| 79 | 3.36 | Providing and fixing M.S. grills of required pattern in\nframes of windows etc. with M.S. flats, square or\nround bars etc. all complete.\n8.46.1) Fixed to steel windows by welding | BI01010001010000000000000515BI0100001224 | 22 | kg |
| 80 | 3.37 | 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. | BI01010001010000000000000515BI0100001225 | 4.92 | sqm |
| 81 | 3.38 | 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.\n9.12.1) Hot finished welded type tubes | BI01010001010000000000000515BI0100001226 | 165 | kg |
| 82 | 3.39 | 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 | BI01010001010000000000000515BI0100001227 | 6.3 | mtr |
| 83 | 3.4 | 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.\n11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2 | BI01010001010000000000000515BI0100001228 | 26.95 | Sqm |
| 84 | 3.41 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. | BI01010001010000000000000515BI0100001229 | 49.28 | Sqm |
| 85 | 3.42 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on 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 complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001230 | 61.34 | Sqm |
| 86 | 3.43 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved brand and manufacture and of required shade and colour complete as per manufacurer's specification on new work ( two or more coats ). [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001231 | 49.28 | Sqm |
| 87 | 3.44 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001232 | 38.42 | Sqm |
| 88 | 3.45 | 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :\n12.16.3) Raised Band | BI01010001010000000000000515BI0100001233 | 8 | Mtr |
| 89 | 3.46 | Lettering with black japan paint of approved brand and manufacture on new work. | BI01010001010000000000000515BI0100001234 | 1000 | per letter per cm height |
| 90 | 3.47 | 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.. | BI01010001010000000000000515BI0100001235 | 1 | Nos |
| 91 | 3.48 | 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-charge.\ni) 16 sqmm | BI01010001010000000000000515BI0100001236 | 30 | mtr |
| 92 | 3.49 | 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.\nii) 35 HP/26 kw Relay range within 20-32 + 10% | BI01010001010000000000000515BI0100001237 | 1 | Nos |
| 93 | 3.5 | 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 | BI01010001010000000000000515BI0100001238 | 1 | No. |
| 94 | 3.51 | 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.\nIv) 63-80 Amps | BI01010001010000000000000515BI0100001239 | 1 | No. |
| 95 | 3.52 | 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. | BI01010001010000000000000515BI0100001240 | 3 | Nos |
| 96 | 3.53 | 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. | BI01010001010000000000000515BI0100001241 | 3 | Nos |
| 97 | 3.54 | 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-in-charge. | BI01010001010000000000000515BI0100001242 | 1 | Job |
| 98 | 3.55 | 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.\n i). 5-15 kVAr 440 V | BI01010001010000000000000515BI0100001243 | 1 | Job |
| 99 | 3.56 | 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.\nii) for 3-phase connection with 4.00 mtr. Long G.I. pipe | BI01010001010000000000000515BI0100001244 | 1 | Nos |
| 100 | 3.57 | Providing & installation and commissioning of 5000 GPH capacity 136 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC 20 HP motor with star delta connection upto the depth of 300 ft to 350 ft by 65 mm dia GI column pipe ( conforming to IS : 1239 medium class ) with tailpiece welded with 10 mm thk 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. | BI01010001010000000000000515BI0100001245 | 1 | No. |
| 101 | 3.58 | 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\n2.13) By manual means | BI01010001010000000000000515BI0100001246 | 6.25 | cum |
| 102 | 3.59 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\n9.1 Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001247 | 624.35 | kg |
| 103 | 3.6 | Centering shuttering including struttings, propping etc. and removal of form work for:\n5.9.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | BI01010001010000000000000515BI0100001248 | 160 | sqm |
| 104 | 3.61 | 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-\nIn plinth and skirting courses, fillets, columns, pillars, posts and struts\n5.2.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001249 | 8 | cum |
| 105 | 3.62 | 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.\nB). For G.I. / C.I. / D.I. pipes in new work\na). In all kinds of soil\niI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001250 | 350 | mtr |
| 106 | 3.63 | 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.\na) 150 mm dia | BI01010001010000000000000515BI0100001251 | 350 | mtr |
| 107 | 3.64 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.\nii) 150 mm dia | BI01010001010000000000000515BI0100001252 | 59 | Joints |
| 108 | 3.65 | Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.\nii) 150 mm dia | BI01010001010000000000000515BI0100001253 | 10 | Nos |
| 109 | 3.66 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001254 | ||
| 110 | 3.661 | A) D.I. all socketted Bend 90 degree\niii) 150 mm dia | BI01010001010000000000000515BI0100001255 | 10 | Nos |
| 111 | 3.662 | B). D.I. all socketted Bend 45 degree\niii) 150 mm dia | BI01010001010000000000000515BI0100001256 | 10 | Nos |
| 112 | 3.663 | J) D.I. Flanged Socketted tail piece\niv) 150 mm dia | BI01010001010000000000000515BI0100001257 | 2 | Nos |
| 113 | 3.664 | K) D.I. Flanged Spigotted tail piece\niv) 150 mm dia | BI01010001010000000000000515BI0100001258 | 2 | Nos |
| 114 | 3.67 | 2.26. Providing and fixing CI SLUICE valve with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge.\n A. PN-1.6\n(ii) 150 mm dia. | BI01010001010000000000000515BI0100001259 | 2 | Nos. |
| 115 | 3.68 | 2.30. Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.\niii) 150 mm dia. | BI01010001010000000000000515BI0100001260 | 2 | Nos. |
| 116 | 3.69 | 2.13. 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.\nii) 150 mm nominal bore | BI01010001010000000000000515BI0100001261 | 2 | Nos. |
| 117 | 3.7 | 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 works | BI01010001010000000000000515BI0100001262 | ||
| 118 | 3.701 | i) 15 mm dia. Nominal bore | BI01010001010000000000000515BI0100001263 | 10 | Mtr. |
| 119 | 3.702 | ii) 40 mm dia. Nominal bore | BI01010001010000000000000515BI0100001264 | 50 | Mtr. |
| 120 | 3.703 | iii) 50 mm dia. Nominal bore | BI01010001010000000000000515BI0100001265 | 300 | Mtr. |
| 121 | 3.704 | iv) 65 mm dia nominal bore | BI01010001010000000000000515BI0100001266 | 300 | Mtr. |
| 122 | 3.705 | v) 80 mm dia nominal bore. | BI01010001010000000000000515BI0100001267 | 400 | Mtr. |
| 123 | 3.706 | vi)100mm dia nominal bore | BI01010001010000000000000515BI0100001268 | 150 | Mtr. |
| 124 | 3.707 | vii)125mm dia nominal bore | BI01010001010000000000000515BI0100001269 | 100 | Mtr. |
| 125 | 3.708 | viii)150mm dia nominal bore | BI01010001010000000000000515BI0100001270 | 50 | Mtr. |
| 126 | 3.71 | Charges for making hole by drilling and making thread by thread bit in the C.I/D.I pipe as per specification and direction of the engineer-in-charge.\na) 15 mm nominal bore. | BI01010001010000000000000515BI0100001271 | 15 | Nos |
| 127 | 3.72 | Providing and fixing CI (long handle) bib-cock as per chapter 20 of CPWD specification and direction of Eng-in-charge.\na) 15 mm nominal bore | BI01010001010000000000000515BI0100001272 | 110 | Nos |
| 128 | 3.73 | Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge. | BI01010001010000000000000515BI0100001273 | ||
| 129 | 3.731 | i) 15 mm Nominal bore | BI01010001010000000000000515BI0100001274 | 20 | Nos |
| 130 | 3.732 | ii) 32 mm Nominal bore | BI01010001010000000000000515BI0100001275 | 10 | Nos |
| 131 | 3.733 | iii) 40 mm Nominal bore | BI01010001010000000000000515BI0100001276 | 10 | Nos |
| 132 | 3.734 | iv) 50 mm Nominal bore. | BI01010001010000000000000515BI0100001277 | 20 | Nos |
| 133 | 3.735 | v) 100 mm Nominal bore. | BI01010001010000000000000515BI0100001278 | 50 | Nos |
| 134 | 3.74 | Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge. | BI01010001010000000000000515BI0100001279 | ||
| 135 | 3.741 | i) 15 mm Nominal bore | BI01010001010000000000000515BI0100001280 | 6 | Nos |
| 136 | 3.742 | ii) 32 mm Nominal bore | BI01010001010000000000000515BI0100001281 | 10 | Nos |
| 137 | 3.743 | iii) 40 mm Nominal bore | BI01010001010000000000000515BI0100001282 | 10 | Nos |
| 138 | 3.744 | iv) 50 mm Nominal bore. | BI01010001010000000000000515BI0100001283 | 40 | Nos |
| 139 | 3.745 | v) 65 mm Nominal bore. | BI01010001010000000000000515BI0100001284 | 40 | Nos |
| 140 | 3.746 | vi) 80 mm Nominal bore. | BI01010001010000000000000515BI0100001285 | 60 | Nos |
| 141 | 3.747 | vii) 100 mm Nominal bore. | BI01010001010000000000000515BI0100001286 | 20 | Nos |
| 142 | 3.748 | viii) 125 mm Nominal bore. | BI01010001010000000000000515BI0100001287 | 20 | Nos |
| 143 | 3.749 | ix) 150 mm Nominal bore. | BI01010001010000000000000515BI0100001288 | 10 | Nos |
| 144 | 3.75 | 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. | BI01010001010000000000000515BI0100001289 | ||
| 145 | 3.751 | i)150 mm dia | BI01010001010000000000000515BI0100001290 | 4 | Nos |
| 146 | 3.752 | ii)125 mm dia | BI01010001010000000000000515BI0100001291 | 4 | Nos |
| 147 | 3.753 | iii)100 mm dia | BI01010001010000000000000515BI0100001292 | 10 | Nos |
| 148 | 3.754 | iv)80 mm dia | BI01010001010000000000000515BI0100001293 | 10 | Nos |
| 149 | 3.755 | v)65 mm dia | BI01010001010000000000000515BI0100001294 | 8 | Nos |
| 150 | 3.756 | vi)50 mm dia | BI01010001010000000000000515BI0100001295 | 8 | Nos |
| 151 | 3.76 | 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. | BI01010001010000000000000515BI0100001296 | ||
| 152 | 3.761 | i)15 mm dia | BI01010001010000000000000515BI0100001297 | 110 | Nos |
| 153 | 3.77 | Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge. | BI01010001010000000000000515BI0100001298 | ||
| 154 | 3.771 | a) 15 mm nominal bore. | BI01010001010000000000000515BI0100001299 | 110 | Nos. |
| 155 | 3.78 | Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in charge | BI01010001010000000000000515BI0100001300 | ||
| 156 | 3.781 | 90 mm dia with 15 mm dia opening | BI01010001010000000000000515BI0100001301 | 55 | Nos. |
| 157 | 3.782 | 110 mm dia with 15 mm dia opening | BI01010001010000000000000515BI0100001302 | 55 | Nos. |
AI Tender Summary
Tender Timeline
Aug 26, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 19, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 21, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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