Rural Development Department has published Improvements To Smashanbhumi At Vele Kamathi Tal . Dist . Satara. Submission Date for this Tender is 09-01-2020. Cremetorium Tenders in Improvements to Smashanbhumi At Vele Kamathi Tal.D Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work : Improvements to Smashanbhumi At Vele (Kamathi) Tal,Dist. Satara. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts excetra complete.\nItem / Page No : 19 / 378\nAdditional Specifications : The work shall be carried out as directed by Engineer-In-Charge. | BI01010001010000000000000515BI0100001112 | 44.96 | Square Metre |
| 2 | 2 | Removing galvanised iron or asbestos cement sheet roofing including purlines, principal rafter excetra including sorting servicable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding, excetra complete. (For Ground Floor)\nItem / Page No : 26 / 300\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001113 | 50.22 | Square Metre |
| 3 | 3 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting for all leads and lifts excetra complete.\nItem / Page No : 2 / 197\nSpecification No : Bd.A.1\nSpec. Page No : 259\n | BI01010001010000000000000515BI0100001114 | 11.01 | Cubic Metre |
| 4 | 4 | Excavation for foundation in hard rock by chiselling wedging, line drilling excetra including trimming and levelling the bed, removing the excavated materials beyond the building area and stacking as directed, dewatering and back filling with available earth / murum, ramming, watering and for all leads and lifts complete.\nItem / Page No : 20 / 199\nSpecification No : Bd.A.6\nSpec. Page No : 260\n | BI01010001010000000000000515BI0100001115 | 2 | Cubic Metre |
| 5 | 5 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork,laying/pumping, compacting and curing excetra complete, with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled reversible Drum Type mixer. - With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 1 / 226\nSpecification No : Bd.E.1\nSpec. Page No : 287-288\nAdditional Specifications : With additional specifications for controlled concrete. | BI01010001010000000000000515BI0100001116 | 5.61 | Cubic Metre |
| 6 | 6 | Providing cast in situ / ready mix M-10 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with Natural / VSI standard Artificial Sand)\nItem / Page No : 28 / 106\nSpecification No : CD.8\nSpec. Page No : 163\nAdditional Specifications : With addtional specifications for controlled concrete. | BI01010001010000000000000515BI0100001117 | 12.53 | Cubic Metre |
| 7 | 7 | Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 8 / 227\nSpecification No : Bd.E.4, B-7\nSpec. Page No : 289-290, 38-40\nAdditional Specifications : With additional specification for controlled concrete. | BI01010001010000000000000515BI0100001118 | 1.27 | Cubic Metre |
| 8 | 8 | Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor)\nItem / Page No : 5 / 254\nSpecification No : Bd.G.5\nSpec. Page No : 315\n | BI01010001010000000000000515BI0100001119 | 1.91 | Cubic Metre |
| 9 | 9 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying / pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor)\nItem / Page No : 70 / 236\nSpecification No : Bd.F.8, B-7\nSpec. Page No : 302-303, 38-40\nAdditional Specifications : With additional specification for controlled concrete. | BI01010001010000000000000515BI0100001120 | 0.89 | Cubic Metre |
| 10 | 10 | Providing and fixing in position thermo mechnically treated FE-500 bar reinforcements of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor)\nItem / Page No : 33 / 245\nSpecification No : Bd.F.17\nSpec. Page No : 306\n | BI01010001010000000000000515BI0100001121 | 0.071 | Metric Ton |
| 11 | 11 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water, striking joints on unexposed faces and watering, excetra complete.\nItem / Page No : 1 / 257\nSpecification No : Bd.H.1\nSpec. Page No : 329\n | BI01010001010000000000000515BI0100001122 | 8.75 | Cubic Metre |
| 12 | 12 | Providing and laying rough Shahabad stone flooring 25 milimetre to 30 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor)\nItem / Page No : 1 / 273\nSpecification No : BD.M.1\nSpec. Page No : 379\n | BI01010001010000000000000515BI0100001123 | 44.96 | Square Metre |
| 13 | 13 | Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates excetra as per detailed desings and drawings or as directed including cuting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor)\nItem / Page No : 4 / 223\nSpecification No : Bd.C.8\nSpec. Page No : 278\n | BI01010001010000000000000515BI0100001124 | 0.272 | Metric Ton |
| 14 | 14 | Providing and fixing corrugated galvlanised iron sheets of 0.63 milimetre thick (24 B.W.G) for roofing without wind tiles including fastening with galvanised iron screw and bolts and lead / bitumen washers as per drawing, excetra complete. (Weight 5.5 killogram per square meter) (For Ground Floor)\nItem / Page No : 4 / 297\nSpecification No : Bd.R.5\nSpec. Page No : 452-453\n | BI01010001010000000000000515BI0100001125 | 50.22 | Square Metre |
| 15 | 15 | Providing and fixing plain zinc sheeting of 0.80 milimetre thick (22 B.W.G) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt, galvanised iron screw and bolts and lead and bitumen washers, excetra complete. (Weight 6.8 killogram per square meter) (For Ground Floor)\nItem / Page No : 5 / 297\nSpecification No : Bd.R.5\nSpec. Page No : 452-453\n | BI01010001010000000000000515BI0100001126 | 5.58 | Square Metre |
| 16 | 16 | Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor)\nItem / Page No : 11 / 269\nSpecification No : Bd.L.7\nSpec. Page No : 369\n | BI01010001010000000000000515BI0100001127 | 9.41 | Square Metre |
| 17 | 17 | Providing dry trap rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.\nItem / Page No : 38 / 201\nSpecification No : Bd.A.12\nSpec. Page No : 264\n | BI01010001010000000000000515BI0100001128 | 1 | Cubic Metre |
| 18 | 18 | Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:3 with neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, etc. complete. (For Ground Floor)\nItem / Page No : 5 / 268\nSpecification No : Bd.L.2, Bd.L.10\nSpec. Page No : 368, 370\n | BI01010001010000000000000515BI0100001129 | 13.5 | Square Metre |
| 19 | 20 | Providing and laying in trenches 20 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)\nItem / Page No : 62 / 359\nSpecification No : Bd.V.5\nSpec. Page No : 551\nAdditional Specifications : The work shall be done as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001131 | 20 | Running Metre |
| 20 | 21 | Providing and laying in walls / celling / floors, 15 milimetre diameter medium grade having embossed as Indian Standards Institution Mark galvanised iron pipes weight of 1.25 kilogram per metre with necessary fittings, remaking good the demolished portion with filling trenches and with primer of anticorrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)\nItem / Page No : 1 / 364\nSpecification No : Bd.V.5\nSpec. Page No : 551\n | BI01010001010000000000000515BI0100001132 | 15 | Running Metre |
| 21 | 22 | Providing and fixing 15 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For Ground Floor)\nItem / Page No : 40 / 345\nSpecification No : Bd.V.8\nSpec. Page No : 554\n | BI01010001010000000000000515BI0100001133 | 2 | Number |
| 22 | 23 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m X 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 X 35 X 3 milimetre frame with properly cross braced mild steel angles of size 35mmx35mmx3mm duly painted including Two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge\nItem / Page No : 36 / 73\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001134 | 1 | Number |
| 23 | 24 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.\nItem / Page No : 3 / 0\nAdditional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 67 Dated 15-5-2015 and Government of Maharashtra Public Works Department State Schedule of Rates 2017-18 General Note Number 4.3. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | BI01010001010000000000000515BI0100001135 | 21.61 | Cubic Metre |
| 24 | 25.01 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.\nItem / Page No : 4 / 0\nAdditional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand\n1 Test per Source | BI01010001010000000000000515BI0100001136 | 1 | Number |
| 25 | 25.02 | Compressive Strength of Cement Concrete Cube\n1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre | BI01010001010000000000000515BI0100001137 | 2 | Number |
| 26 | 25.03 | Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks\n1 Test per 50000.00 Number | BI01010001010000000000000515BI0100001138 | 1 | Number |
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