Department Of Local Bodies has published Construction Of Cc Drain , Cross Near Balaji Temple , Mahadev Jewellers And Connecting Places In Ajaynagar In W . No . 26 , Ajmer . . Submission Date for this Tender is 29-06-2021. Drainage Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Jun-2021 | Corrigendum1 | Date | 29-06-2021 |
| Name of Work :- Construction of CC Drain, Cross Near Balaji Temple, Mahadev Jewellers & Connecting places in Ajaynagar WNO. 26, Ajmer. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 303.6 | Cum | |
| 2 | 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth 6KM | 303.6 | Cum | |
| 3 | 4 | Providing and laying lean cement concrete 1:4:8 in Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ration not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy compacted with surface vibrator finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 30.36 | Cum | |
| 4 | 5 | Centering and shuttering with plywood or steel up to two storey or height uo to 7.5 mtr above plinth level including strutting ,proping, etc. and removal formwork for:foundation etc. | 455.4 | Sqm | |
| 5 | 6 | Providing and laying of position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 ( 1cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) | 136.62 | Cum | |
| 6 | 7 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush .white sand stone | 151.8 | Sqm | |
| 7 | 8 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. n gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 154.5 | Kg | |
| 8 | 9 | P/F of Reinforced Ferro Cement Drain cover designed for Class 'AA' loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti - corrosive bitumen painted M.S. plate rim and on M.S. lifting hook admixture like plasticizer bond improving compound abrasion resistant complete per approved design etc. | |||
| 9 | 9.1 | Standard Size 1000x800mm (100mm thick) for span 451 to 700mm A.- size 1000 X 800 mm | 3.2 | Sqm |
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