Construction Of Innovative Project At Raichandrapara / Sh Construction Of Rcc Tray Areator ( 5000 Gph Capacity ) , Hrf , Ssf ( 5000 L / Hr Capacity ) , Toilet Block Etc At Damcherra .
Tender Value
52.17 Lakhs
Estimated cost
Bid Submission
26 Jun 2020
0 days left
EMD
52175
Bank guarantee accepted
Document Fee
2500
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 Innovative Project At Raichandrapara / Sh Construction Of Rcc Tray Areator ( 5000 Gph Capacity ) , Hrf , Ssf ( 5000 L / Hr Capacity ) , Toilet Block Etc At Damcherra .
BOQ
| Name of Work: JJM Scheme under North Tripura District during the year 2020-21/Construction of Innovative Water Tank Project based on the river Juri at Raichandrapara / SH. Construction of RCC TRAY AREATOR (5000 GPH capacity ), HRF & SSF ( 5000 l / hr capacity ), Toilet Block etc and other allied works at Raichandrapara of Juri R.F. ADC Village within the jurisdiction of Damcherra R.D Block under DWS Sub-Division, Damcherra. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | B ) 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 | 8 | nos |
| 31 | 1.019 | E) SH : HRF SSF ( 5000 lit / Hr capacity) | BI01010001010000000000000515BI0100001199 | ||
| 32 | 1.02 | 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. \na) All kinds of soil | BI01010001010000000000000515BI0100001200 | 166.52 | cum |
| 33 | 1.021 | 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.\na) All kinds of soil | BI01010001010000000000000515BI0100001201 | 111.013 | cum |
| 34 | 1.022 | 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. | BI01010001010000000000000515BI0100001202 | 10.88 | cum |
| 35 | 1.023 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –\na) All work upto plinth level:\ni) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001203 | 9.75 | cum |
| 36 | 1.024 | ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001204 | 71.63 | cum |
| 37 | 1.025 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification | BI01010001010000000000000515BI0100001205 | 719.19 | Per 50 kg of |
| 38 | 1.026 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-\na) All work upto plinth level:\ni) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001206 | 58.95 | cum |
| 39 | 1.027 | 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 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001207 | 1.491 | cum |
| 40 | 1.028 | 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 | BI01010001010000000000000515BI0100001208 | 9972.77 | kg |
| 41 | 1.029 | Centering shuttering including struttings, propping etc. and removal of form work for\n5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001209 | 13.92 | sqm |
| 42 | 1.03 | 5.8.3.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply | BI01010001010000000000000515BI0100001210 | 347.71 | sqm |
| 43 | 1.031 | 5.8.4.3.Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props. | BI01010001010000000000000515BI0100001211 | 13.82 | sqm |
| 44 | 1.032 | 12.6.1) 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 ) | BI01010001010000000000000515BI0100001212 | 396.3 | sqm |
| 45 | 1.033 | 6 mm cement plaster of mix :\nIn cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001213 | 50 | sqm |
| 46 | 1.034 | Neat cement punning. | BI01010001010000000000000515BI0100001214 | 100 | sqm |
| 47 | 1.035 | First class brick work in foundation and plinth including cost of all materials as required complete\ni) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001215 | 0.58 | cum |
| 48 | 1.036 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required\nii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete | BI01010001010000000000000515BI0100001216 | 184.96 | kg |
| 49 | 1.037 | 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\ni) G.I.pipes. | BI01010001010000000000000515BI0100001217 | 333.6 | kg |
| 50 | 1.038 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | BI01010001010000000000000515BI0100001218 | 34.72 | sqm |
| 51 | 1.039 | 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] :\n12.30.1) 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) | BI01010001010000000000000515BI0100001219 | 100 | sqm |
| 52 | 1.04 | 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 | BI01010001010000000000000515BI0100001220 | 200 | sqm |
| 53 | 1.041 | .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 pipel ine, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, water ing 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\ni) For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001221 | 150 | mtr. |
| 54 | 1.042 | 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.\ni) 100 mm dia | BI01010001010000000000000515BI0100001222 | 150 | mtr |
| 55 | 1.043 | 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.\ni) 100 mm dia | BI01010001010000000000000515BI0100001223 | 27 | Joints |
| 56 | 1.044 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001224 | ||
| 57 | 1.0441 | A) D.I. all socketted Bend 90 degree\ni) 100 mm dia | BI01010001010000000000000515BI0100001225 | 4 | nos |
| 58 | 1.0442 | F) D.I. all socketted tee\ni) 100 x 100 x 100 mm dia | BI01010001010000000000000515BI0100001226 | 3 | nos |
| 59 | 1.0443 | J) D.I. Flanged Socketted tail piece\ni) 100 mm dia | BI01010001010000000000000515BI0100001227 | 6 | nos |
| 60 | 1.045 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.\ni) 100mm dia | BI01010001010000000000000515BI0100001228 | 6 | nos |
| 61 | 1.046 | Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.\ni) 100mm dia | BI01010001010000000000000515BI0100001229 | 6 | nos |
| 62 | 1.047 | 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.\ni) 100mm dia \na) PN-1.6 | BI01010001010000000000000515BI0100001230 | 14 | nos |
| 63 | 1.048 | 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. \ni) 150 mm dia. nominal bore | BI01010001010000000000000515BI0100001231 | 12 | mtr |
| 64 | 1.049 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 100 x 100 x 100 mm dia | BI01010001010000000000000515BI0100001232 | 2 | nos |
| 65 | 1.05 | 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. | BI01010001010000000000000515BI0100001233 | 200 | kg |
| 66 | 1.051 | Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 100 mm dia | BI01010001010000000000000515BI0100001234 | 168.48 | m |
| 67 | 1.052 | Labour charge for making 10 mm dia perforation in 90/110/140 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001235 | 168.48 | m |
| 68 | 1.053 | Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. \ni) 100 mm dia | BI01010001010000000000000515BI0100001236 | 20 | nos |
| 69 | 1.054 | 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.\ni) 110 x 110 mm dia | BI01010001010000000000000515BI0100001237 | 25 | nos |
| 70 | 1.055 | 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)\ni) 110 mm OD | BI01010001010000000000000515BI0100001238 | 12 | m |
| 71 | 1.056 | 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.\ni) 110 mm dia | BI01010001010000000000000515BI0100001239 | 2 | nos |
| 72 | 1.057 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 100 x 100 x 40 mm dia | BI01010001010000000000000515BI0100001240 | 1 | nos |
| 73 | 1.058 | 5.2.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) 40 mm dia | BI01010001010000000000000515BI0100001241 | 1 | no |
| 74 | 1.059 | Providing and placing filter sand (local quarry) including washing the bed etc complete as per direction of the Engineer - in-charge. | BI01010001010000000000000515BI0100001242 | 60 | cum |
| 75 | 1.06 | Providing and placing filter gravel 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. | BI01010001010000000000000515BI0100001243 | 47.5 | cum |
| 76 | 1.061 | 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 complete. | BI01010001010000000000000515BI0100001244 | 40 | sqm |
| 77 | 1.062 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.\nA). External work | BI01010001010000000000000515BI0100001245 | ||
| 78 | 1.0621 | i). 80 mm dia. nominal bore | BI01010001010000000000000515BI0100001246 | 24 | m |
| 79 | 1.0622 | ii). 100 mm dia. nominal bore | BI01010001010000000000000515BI0100001247 | 18 | m |
| 80 | 1.063 | H ) Sub Head : Construction of Toilet block in/c RCC overhead tank at top and allied works | BI01010001010000000000000515BI0100001248 | ||
| 81 | 1.064 | 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 | BI01010001010000000000000515BI0100001249 | 15.314 | cum |
| 82 | 1.065 | 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 | BI01010001010000000000000515BI0100001250 | 1.974 | cum |
| 83 | 1.066 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -\n-All work upto plinth level:\ni) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone\naggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001251 | 1.649 | cum |
| 84 | 1.067 | First class brick work in foundation and plinth\nincluding cost of all materials as required complete\ni) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001252 | 5.862 | cum |
| 85 | 1.068 | 6.3 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 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001253 | 0.645 | cum |
| 86 | 1.069 | 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 ). | BI01010001010000000000000515BI0100001254 | 12.355 | sqm |
| 87 | 1.07 | 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\n | BI01010001010000000000000515BI0100001255 | 5.25 | sqm |
| 88 | 1.071 | 12 mm cement plaster of mix \n12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001256 | 33.27 | sqm |
| 89 | 1.072 | 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 ) | BI01010001010000000000000515BI0100001257 | 34.4 | sqm |
| 90 | 1.073 | Neat cement punning | BI01010001010000000000000515BI0100001258 | 25.4 | sqm |
| 91 | 1.074 | 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:\n5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size\n | BI01010001010000000000000515BI0100001259 | 0.037 | cum |
| 92 | 1.075 | 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) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001260 | 0.842 | cum |
| 93 | 1.076 | Centering shuttering including struttings, propping etc. and removal of form work for:\n | BI01010001010000000000000515BI0100001261 | ||
| 94 | 1.0761 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001262 | 7.86 | sqm |
| 95 | 1.0762 | 5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001263 | 0.63 | sqm |
| 96 | 1.077 | Reinforcement for R.C.C. work including straightening,\ncutting, bending, placing in position and binding all\ncomplete above plinth level.\n5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001264 | 120 | kg |
| 97 | 1.078 | 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 ) | BI01010001010000000000000515BI0100001265 | 10.06 | sqm |
| 98 | 1.079 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : \n8.1.2) Karai wood | BI01010001010000000000000515BI0100001266 | 0.031 | cum |
| 99 | 1.08 | 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\ni. 35 mm thick shutters\n | BI01010001010000000000000515BI0100001267 | 1.28 | sqm |
| 100 | 1.081 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : \n18.1.1 White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. | BI01010001010000000000000515BI0100001268 | 1 | each |
| 101 | 1.082 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design | BI01010001010000000000000515BI0100001269 | 1 | No |
| 102 | 1.083 | Providing fitting fixing of PVC Vent cowl (ISI marked) with solvent cement complete as per specification and direction of the Engineer - in - charge\ni.) 110 mm dia. nominal bore | BI01010001010000000000000515BI0100001270 | 2 | no |
| 103 | 1.084 | 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)\n ii). 110 mm OD | BI01010001010000000000000515BI0100001271 | 8 | sqm |
| 104 | 1.085 | 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\n ii). 110 mm OD | BI01010001010000000000000515BI0100001272 | 2 | no |
| 105 | 1.086 | 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 New work (two or more coats) with a base coat of white washing with lime | BI01010001010000000000000515BI0100001273 | 21.92 | sqm |
| 106 | 1.087 | 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]:\nTwo or more coats on new work | BI01010001010000000000000515BI0100001274 | 2.43 | sqm |
| 107 | 1.088 | 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). | BI01010001010000000000000515BI0100001275 | ||
| 108 | 1.0881 | i. 15 mm dia | BI01010001010000000000000515BI0100001276 | 10 | Mtr |
| 109 | 1.0882 | ii. 20 mm dia | BI01010001010000000000000515BI0100001277 | 50 | Mtr |
| 110 | 1.089 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001278 | ||
| 111 | 1.0891 | i) 15 mm dia | BI01010001010000000000000515BI0100001279 | 2 | Each |
| 112 | 1.0892 | ii) 20 mm dia | BI01010001010000000000000515BI0100001280 | 2 | Each |
| 113 | 1.09 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge\ni). 15 mm dia 225 mm long | BI01010001010000000000000515BI0100001281 | 2 | no |
| 114 | 1.091 | Providing and fixing brass bib cock of approved quality : \ni). 15 mm nominal bore | BI01010001010000000000000515BI0100001282 | 1 | no |
| 115 | 1.092 | 19.16 Providing and fixing brass stop cock of approved quality \ni). 15 mm nominal bore | BI01010001010000000000000515BI0100001283 | 1 | no |
| 116 | 1.093 | 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 | BI01010001010000000000000515BI0100001284 | 5.104 | cum |
| 117 | 1.094 | Providing and fitting fixing of pvc water storage tank of capacity 1000 ltr with cover and neccesary accessories as per specification and direction E-in C | BI01010001010000000000000515BI0100001285 | 1 | No |
AI Tender Summary
Tender Timeline
Jun 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 26, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 26, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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