Military Engineer Services-MES has published Providing Of 28 Water Storage Tank With Rcc Staging At Or Md Accn , Wellesly Line At Kannur Under Age ( I ) Cannanore .. Submission Date for this Tender is 09-02-2021. Water Tank Tenders in Cannanore Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Dec-2020 | amendment No 1 | Technical Bid | 09-01-2021 |
| 2 | 09-Jan-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 16-01-2021 |
| 3 | 18-Jan-2021 | amendment No 3 | Date | 30-01-2021 |
| 4 | 18-Jan-2021 | amendment No 3 | Date | 30-01-2021 |
| 5 | 02-Feb-2021 | amendement No 4 | Date | 09-02-2021 |
| Name of Work : Provn of 28 water storage tank with RCC staging at OR md accn, Wellesly line at Kannur under AGE (I) Cannanore. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavations in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation or for shafts, wells, cess pits, manholes, pier holes, UG cable, pole etc not exceeding 10 sqm on plan and not exceeding 1.50m in depth and getting out hard / dense soil all as directed. | 48 | Cum | |
| 2 | 2 | M & L for plain cement concrete (1:4:8), type D2 using 40 mm graded stone aggregate as in foundation of building, pole, strut, stay etc all as specified and directed. | 7 | Cum | |
| 3 | 3 | M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in foundation, footing, plinth beam, bases of column all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately. | 12 | Cum | |
| 4 | 4 | M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in column all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately. | 10 | Cum | |
| 5 | 5 | M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in beams, lintel over 1.5m span all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately. | 4 | Cum | |
| 6 | 6 | M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in roof slab supported on wall, beam and column and like all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately. | 9 | Cum | |
| 7 | 7 | M&L for use and waste formwork to sides of concrete foundations, footing, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work, vertical or batter, rough finished surface of concrete flats all as specified and directed | 98 | Sqm | |
| 8 | 8 | M&L for use and waste of form work to sides of column and similar works etc rough finished surface of concrete all as specified and directed. | 182 | Sqm | |
| 9 | 9 | M&L for use and waste of form work to sides and soffits of lintel, beams etc rough finished surface of concrete all as specified and directed. | 54 | Sqm | |
| 10 | 10 | M&L for use and waste of form work to soffits of suspended slabs such as roof slab (horizontal or sloped) floor slab etc n exc 200mm thickness rough finished surface of concrete all as specified and directed. | 49 | Sqm | |
| 11 | 11 | M&L for use and waste of form work to edges of concrete flat, treads etc similar work exc 10cm but n exc 20cm wide for rough finished concrete surface all as specified and directed. | 131 | RM | |
| 12 | 12 | S&F TMT bars 10 mm dia and over as in reinforcement, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips all as specified and directed. | 3413 | Kg | |
| 13 | 13 | All as per Sl item No 12 above, but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders all as specified and directed. | 725 | Kg | |
| 14 | 14 | Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation all as directed | 28 | Cum | |
| 15 | 15 | Removing surplus excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed. | 20 | Cum | |
| 16 | 16 | S&F 500 litres capacity rotational moulded polthylene water storage tanks(cylindrical vertical with closed top) of make Sintex/Polycon/Plasto hoisted and fixed in position including 25mm dia bore ball valve brass high pressure with polythene float and fly nut complete screwed for UPVC pipe all as specified in SSR Part I,2009 and directed. | 28 | Each | |
| 17 | 17 | S & F stop valve 25mm bore, cast copper alloy, screwed down high pressure with crutch or butterfly handle all as specified and directed. | 28 | Each | |
| 18 | 18 | S&F for 15mm bore UPVC pipes of pressure rating 10 kgf / cm2, fixed complete to walls, ceilings or in floors etc. all as specified and directed. | 56 | RM | |
| 19 | 19 | S&F for 25mm bore UPVC pipes of pressure rating 10 kgf / cm2, fixed to wall/ceiling or on floor all as specified and directed. | 307 | RM | |
| 20 | 20 | S&F bib tap 15mm dia, PTMT, any colour screwed for iron pipe or ferrule and complete all as directed. | 28 | Each | |
| 21 | 21 | M&L for preparation of new plastered wall surfaces and applying 3 coats of white wash all as specified and directed. | 151 | Sqm | |
| 22 | 22 | M&L for preparation of new plastered ceiling surfaces and applying 3 coats of white wash all as specified and directed. | 74 | Sqm |
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