Public Works Department-PWD has published Construction Of Innovative Water Tank Project Based On Existing Cherra At Biramanipara/ Sh. Construction Of Sedimentation Tank, Rcc Trey Aerator, Clear Water Reservoir (Cwr) Etc. At Biramanipara Of Chandipur Adc Village Within The Jurisdiction Of Laljuri . Submission Date for this Tender is 26-06-2020. Reservoir Tenders in KANCHANPUR Tripura. Bidders can get complete Tender details and download the document.
| Name of Work: JJM Scheme under North Tripura District during the year 2020-21/Construction of Innovative Water Tank Project based on existing cherra at Biramanipara/ SH. Construction of Sedimentation Tank, RCC Trey Aerator, Clear Water Reservoir (CWR) etc. at Biramanipara of Chandipur ADC village within the jurisdiction of Laljuri R.D Block under DWS Sub-Division, Kanchanpur. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub Head : RCC TRAY AREATOR (5000 GPH capacity ) | BI01010001010000000000000515BI0100001169 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001170 | 9.191 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001171 | 6.127 | cum |
| 4 | 1.003 | 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.\n | BI01010001010000000000000515BI0100001172 | 0.511 | cum |
| 5 | 1.004 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: \ni. 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size | BI01010001010000000000000515BI0100001173 | 0.765 | cum |
| 6 | 1.005 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:\n ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001174 | 1.822 | cum |
| 7 | 1.006 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with\n ( 1 Cement: 1 fine sand : 2 graded stone aggregate\n20 mm nominal size)\n | BI01010001010000000000000515BI0100001175 | 1.044 | cum |
| 8 | 1.007 | 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 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001176 | 2.21 | cum |
| 9 | 1.008 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\n Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001177 | 761.4 | kg |
| 10 | 1.009 | Centering shuttering including struttings, propping etc. and removal of form work for:\n | BI01010001010000000000000515BI0100001178 | ||
| 11 | 1.0091 | i. Foundations, footings, bases for columns etc. for mass concrete with steel formwork | BI01010001010000000000000515BI0100001179 | 1.02 | sqm |
| 12 | 1.0092 | ii. Circular Columns with ply shutters | BI01010001010000000000000515BI0100001180 | 8.11 | sqm |
| 13 | 1.0093 | iii. Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001181 | 26.26 | sqm |
| 14 | 1.01 | 6 mm cement plaster of mix :\ni. In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001182 | 44.45 | sqm |
| 15 | 1.011 | 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] :\ni..1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001183 | 27.56 | sqm |
| 16 | 1.012 | 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. | BI01010001010000000000000515BI0100001184 | ||
| 17 | 1.0121 | i). 150 mm dia | BI01010001010000000000000515BI0100001185 | 44 | m |
| 18 | 1.0122 | ii). 200 mm dia | BI01010001010000000000000515BI0100001186 | 22 | m |
| 19 | 1.013 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. \nA) External work.\ni) 150 mm dia. nominal bore | BI01010001010000000000000515BI0100001187 | 12 | m |
| 20 | 1.014 | 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). 150 mm dia | BI01010001010000000000000515BI0100001188 | 1 | No |
| 21 | 1.015 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001189 | ||
| 22 | 1.0151 | i). 150 mm dia\nA) PN - 1.6 | BI01010001010000000000000515BI0100001190 | 2 | No |
| 23 | 1.0152 | ii). 200 mm dia.\nA) PN - 1.6 | BI01010001010000000000000515BI0100001191 | 1 | No |
| 24 | 1.016 | 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. | BI01010001010000000000000515BI0100001192 | ||
| 25 | 1.0161 | v). 150 mm dia | BI01010001010000000000000515BI0100001193 | 4 | Joints |
| 26 | 1.0162 | v). 200 mm dia | BI01010001010000000000000515BI0100001194 | 4 | Joints |
| 27 | 1.017 | Charges for cutting D.I. pipe with steel saw bymanual means as per CPWD specification and direction of the Engineer - in charge. | BI01010001010000000000000515BI0100001195 | ||
| 28 | 1.0171 | i). 150 mm dia | BI01010001010000000000000515BI0100001196 | 2 | no |
| 29 | 1.0172 | ii). 200 mm dia | BI01010001010000000000000515BI0100001197 | 2 | no |
| 30 | 1.018 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.\nA). With First class bricks | BI01010001010000000000000515BI0100001198 | 3 | nos |
| 31 | 1.019 | Sub Head : Construction of Sedimentation Tank (30000 Gallon Capacity) | BI01010001010000000000000515BI0100001199 | ||
| 32 | 1.02 | 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\nperiphery of the area cleared. | BI01010001010000000000000515BI0100001200 | 900 | sqm |
| 33 | 1.021 | 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 | BI01010001010000000000000515BI0100001201 | 607.5 | cum |
| 34 | 1.022 | 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 | BI01010001010000000000000515BI0100001202 | 105.53 | cum |
| 35 | 1.023 | 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 | BI01010001010000000000000515BI0100001203 | 70.35 | cum |
| 36 | 1.024 | 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. | BI01010001010000000000000515BI0100001204 | 7.144 | cum |
| 37 | 1.025 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: \n4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size | BI01010001010000000000000515BI0100001205 | 10.466 | cum |
| 38 | 1.026 | 4.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001206 | 4.254 | cum |
| 39 | 1.027 | 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:\n5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001207 | 20.897 | cum |
| 40 | 1.028 | 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-\n5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001208 | 19.273 | cum |
| 41 | 1.029 | 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-\n5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001209 | 5.906 | cum |
| 42 | 1.03 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001210 | ||
| 43 | 1.0301 | 5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork | BI01010001010000000000000515BI0100001211 | 10.66 | sqm |
| 44 | 1.0302 | 5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply | BI01010001010000000000000515BI0100001212 | 180.05 | sqm |
| 45 | 1.0303 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001213 | 34.34 | sqm |
| 46 | 1.0304 | 5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001214 | 19.41 | sqm |
| 47 | 1.031 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\n5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001215 | 5990 | kg |
| 48 | 1.032 | 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 ). | BI01010001010000000000000515BI0100001216 | 4.148 | cum |
| 49 | 1.033 | 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 ). | BI01010001010000000000000515BI0100001217 | 10.17 | sqm |
| 50 | 1.034 | 6 mm cement plaster of mix :\n12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001218 | 294.58 | sqm |
| 51 | 1.035 | Neat cement punning. | BI01010001010000000000000515BI0100001219 | 294.58 | sqm |
| 52 | 1.036 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-\n9.16.3 G.I.pipes | BI01010001010000000000000515BI0100001220 | 477.36 | kg |
| 53 | 1.037 | 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\ni). 200 mm dia\nA. PN-16\n | BI01010001010000000000000515BI0100001221 | 2 | nos |
| 54 | 1.038 | Extra for providing and mixing water proofing\nmaterial in cement concrete work in doses by weight of cement as per manufacturer's specification | BI01010001010000000000000515BI0100001222 | 562.13 | per 50kg of cement |
| 55 | 1.039 | Providing and fixing G.I pipes of medium class as per IS: 1239 with latest Amendment complete with G.I fittings in/c trenching and refilling, cutting And making good the walls etc. as per chapter 20 of CPWD specification and direction of the engineer – in – charge.\nA). External work\ni) 100 mm dia nominal bore | BI01010001010000000000000515BI0100001223 | 60 | mtr |
| 56 | 1.04 | 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. | BI01010001010000000000000515BI0100001224 | 800 | kg |
| 57 | 1.041 | SH: CWR | BI01010001010000000000000515BI0100001225 | ||
| 58 | 1.042 | 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 | BI01010001010000000000000515BI0100001226 | 101.121 | cum |
| 59 | 1.043 | 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. | BI01010001010000000000000515BI0100001227 | 6.82 | cum |
| 60 | 1.044 | 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 | BI01010001010000000000000515BI0100001228 | 67.414 | cum |
| 61 | 1.045 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: \n4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size | BI01010001010000000000000515BI0100001229 | 6.82 | cum |
| 62 | 1.046 | 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 : 6 fine sand ). | BI01010001010000000000000515BI0100001230 | 0.126 | cum |
| 63 | 1.047 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:\n5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001231 | 20.087 | cum |
| 64 | 1.048 | Reinforced cement concrete work in walls (any\nthickness), 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-\n5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001232 | 16.16 | cum |
| 65 | 1.049 | 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-\n5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001233 | 16.465 | cum |
| 66 | 1.05 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001234 | ||
| 67 | 1.0501 | 5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork | BI01010001010000000000000515BI0100001235 | 16.69 | sqm |
| 68 | 1.0502 | 5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply | BI01010001010000000000000515BI0100001236 | 167.35 | sqm |
| 69 | 1.0503 | 5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001237 | 56.28 | sqm |
| 70 | 1.0504 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001238 | 60.35 | sqm |
| 71 | 1.0505 | 5.8.6.2) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | BI01010001010000000000000515BI0100001239 | 13.68 | sqm |
| 72 | 1.051 | a) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\n5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001240 | 8249.85 | kg |
| 73 | 1.052 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.\ni) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001241 | 331.32 | sqm |
| 74 | 1.053 | 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. | BI01010001010000000000000515BI0100001242 | 910 | kg |
| 75 | 1.054 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :\nNew work ( two or more coats applied @ 3.84 kg/10 sqm)\n | BI01010001010000000000000515BI0100001243 | 40 | sqm |
| 76 | 1.055 | Finishing walls with acrylic smooth exterior paint of\nrequired shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm\n | BI01010001010000000000000515BI0100001244 | 40 | sqm |
| 77 | 1.056 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:\nTwo or more coats on new work\n | BI01010001010000000000000515BI0100001245 | 150 | sqm |
| 78 | 1.057 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. \nA) External work. | BI01010001010000000000000515BI0100001246 | ||
| 79 | 1.0571 | xi). 150 mm dia. nominal bore | BI01010001010000000000000515BI0100001247 | 10 | m |
| 80 | 1.0572 | ix) 100 mm dia. Nominal bore | BI01010001010000000000000515BI0100001248 | 15 | m |
| 81 | 1.058 | 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.\n | BI01010001010000000000000515BI0100001249 | ||
| 82 | 1.0581 | ix) 100 mm dia. | BI01010001010000000000000515BI0100001250 | 4 | No |
| 83 | 1.0582 | xi). 150 mm dia | BI01010001010000000000000515BI0100001251 | 2 | No |
| 84 | 1.059 | 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.\ni). 150 mm dia\n | BI01010001010000000000000515BI0100001252 | 4 | No |
| 85 | 1.06 | 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. | BI01010001010000000000000515BI0100001253 | ||
| 86 | 1.0601 | v). 150 mm dia. \nA) PN - 1.6 | BI01010001010000000000000515BI0100001254 | 2 | No |
| 87 | 1.0602 | v). 200 mm dia.\nA) PN - 1.6 | BI01010001010000000000000515BI0100001255 | 2 | No |
| 88 | 1.0603 | i). 100 mm dia.\nA) PN-1.6 | BI01010001010000000000000515BI0100001256 | 2 | No |
| 89 | 1.061 | 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.\n | BI01010001010000000000000515BI0100001257 | ||
| 90 | 1.0611 | v). 150 mm dia | BI01010001010000000000000515BI0100001258 | 22 | m |
| 91 | 1.0612 | v. 200 mm dia | BI01010001010000000000000515BI0100001259 | 22 | M |
| 92 | 1.0613 | vi. 100 mm dia | BI01010001010000000000000515BI0100001260 | 22 | M |
| 93 | 1.062 | 6 mm cement plaster of mix :\n12.4.1 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) sqm | BI01010001010000000000000515BI0100001261 | 70 | sqm |
| 94 | 1.063 | Neat cement punning. | BI01010001010000000000000515BI0100001262 | 340.71 | sqm |
| 95 | 1.064 | Providing and laying in position specified grade of\nreinforced cement concrete excluding the cost of\ncentring, shuttering, finishing and reinforcement-\n-All work upto plinth level:\n5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate\n20 mm nominal size) \nFor Foot Path:-1x40x1/2(5.00+7.00)x0.100=24.00 | BI01010001010000000000000515BI0100001263 | 24 | cum |
| 96 | 1.065 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade\ncomplete.\n | BI01010001010000000000000515BI0100001264 | 30 | sqm |
| 97 | 1.066 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.\n-Anti-Skid Tiles\n10.39. Ceramic Tiles 1st quality 400 x 400mm in all shades and designs\n | BI01010001010000000000000515BI0100001265 | 50 | sqm |
| 98 | 1.067 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001266 | 4.32 | sqm |
| 99 | 1.068 | Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans and MoRT&H Technical Specification Clause 802.. | BI01010001010000000000000515BI0100001267 | ||
| 100 | 1.0681 | A. Truss and Vertical support | BI01010001010000000000000515BI0100001268 | 1 | tonne |
| 101 | 1.0682 | B. Aluminium Alloy Plate for Over Head Sign | BI01010001010000000000000515BI0100001269 | 30 | sqm |
| 102 | 1.069 | SH : Pump House | BI01010001010000000000000515BI0100001270 | ||
| 103 | 1.07 | 6.12 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 ).\n | BI01010001010000000000000515BI0100001271 | 40.45 | Sqm |
| 104 | 1.071 | Reinforced cement concrete work in walls (any\nthickness), 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-\n5.2.3) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001272 | 1.197 | Cum |
| 105 | 1.072 | 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-\n5.3.3) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001273 | 3.381 | Cum |
| 106 | 1.073 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\n5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more\n | BI01010001010000000000000515BI0100001274 | 573 | Kg |
| 107 | 1.074 | Centering shuttering including struttings, propping etc. and removal of form work for | BI01010001010000000000000515BI0100001275 | ||
| 108 | 1.0741 | i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply | BI01010001010000000000000515BI0100001276 | 2.89 | Sqm |
| 109 | 1.0742 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply | BI01010001010000000000000515BI0100001277 | 17 | sqm |
| 110 | 1.0743 | iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001278 | 22.785 | Sqm |
| 111 | 1.075 | 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : \n8.1.2) Karai wood | BI01010001010000000000000515BI0100001279 | 0.2 | Cum |
| 112 | 1.076 | Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge\n a) Local Teak wood\n 8.5.1.1) 35 mm thick shutters | BI01010001010000000000000515BI0100001280 | 4.47 | Sqm |
| 113 | 1.077 | 8.46 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. \n8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc. | BI01010001010000000000000515BI0100001281 | 22 | Kg |
| 114 | 1.078 | 8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)\n | BI01010001010000000000000515BI0100001282 | 14 | Nos |
| 115 | 1.079 | 8.61 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : \n8.61.4) 100 x 10 mm | BI01010001010000000000000515BI0100001283 | 9 | Nos |
| 116 | 1.08 | 8.64 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : \n8.64.2) 100 mm | BI01010001010000000000000515BI0100001284 | 4 | Nos. |
| 117 | 1.081 | 8.60 Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete\n8.60.2) 250 x 16 mm | BI01010001010000000000000515BI0100001285 | 1 | Nos. |
| 118 | 1.082 | 9.17 Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design | BI01010001010000000000000515BI0100001286 | 7.58 | Kg |
| 119 | 1.083 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. \n10.9.2 40 mm thick with 20 mm well burnt brick aggregate | BI01010001010000000000000515BI0100001287 | 13.765 | Sqm |
| 120 | 1.084 | 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 | BI01010001010000000000000515BI0100001288 | 5.22 | Sqm |
| 121 | 1.085 | 12 mm cement plaster of mix\n12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001289 | 45.78 | Sqm |
| 122 | 1.086 | 15 mm cement plaster on the rough side of single or half brick wall of mix:\n12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001290 | 48.38 | Sqm |
| 123 | 1.087 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete. \n12.6.1 In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001291 | 20.92 | Sqm |
| 124 | 1.088 | Neat cement punning. | BI01010001010000000000000515BI0100001292 | 7.2 | Sqm |
| 125 | 1.089 | Colour washing such as green, blue or buff with whiting to give an even shade on new work (two or more coats ) complete. \n12.22.1 With a base coat of white washing with lime | BI01010001010000000000000515BI0100001293 | 96.86 | Sqm |
| 126 | 1.09 | Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer]\n12.33.1 With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).\n | BI01010001010000000000000515BI0100001294 | 12 | Sqm |
| 127 | 1.091 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:\nTwo or more coats on new work\n | BI01010001010000000000000515BI0100001295 | 17.87 | Sqm |
| 128 | 1.092 | 18 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :\n12.17.3 Raised Band\n | BI01010001010000000000000515BI0100001296 | 1500 | Mtr |
| 129 | 1.093 | 12.58 Lettering with black japan paint of approved brand and manufacture on new work.\n | BI01010001010000000000000515BI0100001297 | 1000 | per letter per cm height |
| 130 | 1.094 | 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 | BI01010001010000000000000515BI0100001298 | 1 | Nos |
| 131 | 1.095 | 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. 95 sqmm | BI01010001010000000000000515BI0100001299 | 15 | mtr. |
| 132 | 1.096 | 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 | BI01010001010000000000000515BI0100001300 | 1 | Nos |
| 133 | 1.097 | 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) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001301 | 1 | Nos |
| 134 | 1.098 | 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% | BI01010001010000000000000515BI0100001302 | 1 | Nos |
| 135 | 1.099 | 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\niii. 100 amps | BI01010001010000000000000515BI0100001303 | 1 | Nos |
| 136 | 1.1 | 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 | BI01010001010000000000000515BI0100001304 | 1 | Nos |
| 137 | 1.101 | Providing & installation of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 VAC motor with star delta connection along with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required upto the depth of 6.10 mtr (maximum) by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI ) (Pumpset, cable, G.I. pipe of medium class for column assembly etc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately).\nii) 5000 / 7500 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange | BI01010001010000000000000515BI0100001305 | 2 | Nos |
| 138 | 1.102 | Extra for providing and mixing water proofing\nmaterial in cement concrete work in doses by weight of cement as per manufacturer's specification | BI01010001010000000000000515BI0100001306 | 560 | per 50kg of cement |
| 139 | 1.103 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.\nA). With First class bricks | BI01010001010000000000000515BI0100001307 | 3 | nos |
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