|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, withen a lead of 50m. Depth From 0.0 to 1.5 M below G.L. |
| 2 | Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 |
| 3 | M-150 brick work in 1:4 cement and coarse sand of ( 2.2 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . |
| 4 | M-150 brick work in 1:4 cement and coarse sand of ( 2.2 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level DAR 18/5.33.1/P-241 |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level DAR 18/5.33.2./P-242 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.(DAR/5.9.1/BasedonUPPWD/SOR-2020) |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.(DAR/BasedonUPPWD/SOR-2020) |
| 9 | Suspended floors, roofs, landings, balconies andaccess platform. DAR-18/ 5.9.3 |
| 10 | Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) |
| 11 | Earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. |
| 12 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to Plinth Level. Thermo-Mechanically Treated bars. (DAR/5.22.6/BasedonUPPWD/SOR-2020) |
| 13 | 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) DAR-18/13.4.2/P-222 |
| 14 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.DAR-18/13.17/P-912 |
| 15 | 15 mm cement plaster on rough side of single : 1:6 (1 cement: 4 coarse sand) DAR-18/13.4.2/P-901 |
| 16 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DAR-18/13.44.1/P-935 |
| 17 | Distempering with oil distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade Based on DAR 18/ 13.40. |
| 18 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.DAR-18/13.26 |
| 19 | Painting with synthetic enemel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. Based on DAR 18/13.61.1 |
| 20 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110mm dia Pipes. (DAR/12.41.2/Based on UPPWD/SOR-2020) |
| 21 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm (DAR/12.42.3.2/Based on UPPWD/SOR-2020) |
| 22 | Bend 87.5° 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020) |
| 23 | Shoe (Plain) 110 mm Shoe (DAR/12.42.6.2/Based on UPPWD/SOR-2020) |
| 24 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (DAR/12.43.2/Based on UPPWD/SOR-2020) |
| 25 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. (DAR/12.44/Based on UPPWD/SOR-2020) |
| 26 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer UPPWD SOR-2020/DAR-18/10.4 |
| 27 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) |
| 28 | Providing and laying 80mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) |
| 29 | Trom Solar 10 horsepower DC SPV Deep Well Submersible Pumping System (Modell-XIII) Numbers of Poles of Motor 04 motor speed in RPM ( 2800) Bore size 150 mm Delivery Size 63mm and section head 45 metre etc |
| 30 | Supplying of PVC pipe (Finolex ,Kisan,Supreme make - ring fit) of following dia 6 Kg / cm2 including all specials & fittings etc. as required for proper complition of work.( The contractor has to arrange the source of water and require head for testing ).140 mm dia |
| 31 | concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17 Please Enable Macros to View BoQ information |
