Nagar Panchayat-NP has published Proposed Construction Of U.G. And Cc Road From Nagesh Karande House To Sant Sena Nahvi Sabhagraha, Pr-6, Belongs To Nagar Panchayat Ashti , Dist Beed.. Submission Date for this Tender is 02-09-2022. Road Work Tenders in ashti Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading for embankment or stacking as directed..item no. 2.11 |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.I.NO.2.26.Road sub grade |
| 4 | Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.I.NO.21.36.Excavation |
| 5 | Providing and constructing Brick Masonry Inspection Chamber 90 cm x 45 cm x 90 cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channelshalfround G.S.W.pipes,Brick Masonry,plastering from inside and C.I.lid cover of 75 Kilogram with lid and frame fixed in cement concrete.Sr.No.-1387, Chapter- Water Supply and Sanitary Fitting, Reference No- BDV 43, Additional Specification.-Bd.V.43 Page One Number 574, Page-343, SSR Item No.-42.11 |
| 6 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.I.NO.11.08, Cross Drainage Works |
| 7 | Providing, laying and fixing P.V.C. pipe of 110mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. I.NO.42.28,Water Supply and Sanitary Fitting |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. 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 etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Item no.24.08 |
| 9 | Construction of dry lean cement concrete Sub-base over aprepared sub-grade with coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) conforming to IS:383, the size of coarse aggregate not exceeding 25mm,, cement contentnottobeless than 150kg/cum,optimum moisture content to bed etermined during triallength construction, concrete strength not to be less than 10M pa at 7days, mixed in a batching plant/ Weighbatchmixer,transported to site with all lead sand lifts,laidwithapaver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing,curing and including preparation of sub-grade surface if required etc. complete. Item no.5.13 |
| 10 | Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.item no.5.01 |
| 11 | Std.consistency, Fineness, Sp.Gravity, Setting Times,Comp.Strength, Soundness |
| 12 | Fineness mod., Moisture content, Bulkage and silt factor |
| 13 | Water absorption,specific gravity.Impact value,crushing value. |
| 14 | Water absorption,specific gravity.Impact value,crushing value. |
| 15 | Compressive Strength (3 set of cubes) |
| 16 | ROYALTY CHARGES ON SAND |
| 17 | ROYALTY CHARGES ON OTHER |
| 18 | ADD GST 18% |
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