Urban Development Department-UDD has published Dump Site Remediation Work At Ward No 07 Under Nagar Panchayat Rajmahal. ( 2 ) Rain Water Harvesting In Government Building In Ward No.- 06 ( 1 Unit ) , 09 ( 1 Unit ) & 12 ( 3 Unit ) Under Nagar Panchayat Rajmahal. ( Group – 5 ) . Submission Date for this Tender is 18-08-2022. Water Harvesting Tenders in rajmahal Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Details |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including thick with all leads and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted voume) |
| 4 | Providing designation 75 -B, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. |
| 5 | Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuteering- All work up to plinth level: 1:3:6 ( 1 cement: 3 coarse sand ( Zone III): 6 graded stone aggregate 20 mm nominal size) |
| 6 | Providing & Laying in position of specified grade of reinforcedcement concrete excluding the cost of centering and shuteering finishing and reinforcement- All work up to plinth level: 1:1.5:3 ( 1 cement: 1.5 coarse sand ( Zone III): 3 graded stone aggregate 20 mm nominal size) |
| 7 | EARTHFILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 8 | Centering and shuttering including strutting, propping etc and removal of form work Foundations, footing, bases of column, etc for mass concetre |
| 9 | Reinforced cement concrete work in walls( ant thickness), including attached pilasters,buttresses,plinth andstringcourses,fillets,columns,pillars,piers,abutments,posts and struts estc above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement, 1:1.5:3 ( 1 cement: 1.5 coarse sand ( Zone III): 3 graded stone aggregate 20 mm nominal size) |
| 10 | Providing designation 125 mm thick reinforced designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9" x 4.5" x 3") in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carraige of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforced) all complete as per building specification direction of E/I. |
| 11 | Providing 25 mm thick DAMP PROOF COURSE with cement concrete M-20 with nominal mix 1:1.5:3 with approved quality of stone ships of 20 mm to 6 mm (20mm to 10 mm : 10 mm to 6 mm stone chips 2:1) size graded and clean coarse sand of F.M. 2.5 to 3 including screening, mixing cement concrete in mixer with 5% Cico or any other approved water proofing compound and placing in position, striking, curing taxes and royalty and complete as per building specification and direction of E/I. |
| 12 | TOR 8MMDIA. @20%OF TOTAL STEEL QTY.= |
| 13 | 10 MM DIA. @20%OF TOTAL STEEL QTY.= |
| 14 | 12MM DIA. @25%OF TOTAL STEEL QTY.= |
| 15 | Providing 12mm thick cement plaster (1:6) -with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I. |
| 16 | Providing two coats of snowcem of approved shade and make over a coat of cement primer over new surface including preparing the plastrered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. |
| 17 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 18 | JCB for Dump siteRemedation |
| 19 | Supplying, fixing, spreading & leveling stone boulder of size range 50 mm to 200 mm in recharge pit in the requried thickness for all complete lead & lift |
| 20 | Supplying, fixing, spreading & leveling gravel of size range 5 mm to 10 mm in recharge pit in the requried thickness for all complete lead & lift |
| 21 | Supplying, fixing, spreading & leveling gravel of size range 3 mm mm to 6mmin recharge pit in the requried thickness for all complete lead & lift |
| 22 | Providing designation 75B work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints of screening materials, scaffolding, ranking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 23 | Reinforced cement concrete work in beams, suspended floors, rooofs having slope up to 14 degreee landing, baloconies, shelves,chajjas,lintels, bands, plain windows sills, staircase, and spiral stair cases above plinth level up to five floor level,excluding the cost of centering and shuteering finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand ( Zone III): 3 graded stone aggregate 20 mm nominal size) (a) From 0.00 M to 50.00 M below G.L. |
| 24 | Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. (a) From 0.00 M to 50.00 M below G.L. |
| 25 | Supplying, assembling, lowering and fixing in vertical position in borewell,unplasticizedPVCmediumwellcasing(CM)pipeof required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia |
| 26 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 27 | Providing & fixing on wall face unplasticised -Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 110 mm dia 110 MM RAIN WATER PIPE |
| 28 | Providing & fixing on wall face unplasticised -P.V.C. moulde fittings / accessories for unplasticised -Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Coupler - 110 mm |
| 29 | BEND110 MM |
| 30 | 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 |
| 31 | Sand - 50 km. |
| 32 | Chips - 20km |
| 33 | BRICKS , LEAD-= 15 KM |
| 34 | Cement Lead = 5KM |
| 35 | Steel Lead 5 Km |
| 36 | Boulder -20km |
| 37 | Gravel -20 km |
| 38 | GST @12% |
| 39 | labour cess @1% |
| 40 | Add Sign borad & Photograph |
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