Military Engineer Services-MES has published Repair And Cleaning Of Sewage Line, Septic Tank And Fencing Of Compound Wall At Certain Units Near Bhisham Gate, Certain Otm Accn In Zone-1, Ramgarh, Ascon Nodes And Tech Area At Mil Stn Jaisalmer Repair And Cleaning Of Sewage Line, Septic Tank And F. Submission Date for this Tender is 14-10-2021. Desilting Tenders in Jaisalmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Oct-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 14-10-2021 |
| Sl. No. | Item Description |
| 1 | Cleaning of septic tank, manholes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, by mechanically means and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required and as directed by Engineer-in-Charge. Note for item No. 1.00 :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured andpaid separately. |
| 2 | Pumping out foul water from soakage wells/septic tank by mechanically means and removing sludge of capacity 10 users complete all as directed by Engineer-in-Charge. |
| 3 | ---- ditto --- all as per item No. 2.00 above but 20 users |
| 4 | ---- ditto --- all as per item No. 2.00 above but 50 users |
| 5 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft/loose soil complete all as specified & directed by Engineer-in-Charge. |
| 6 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00m depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft/loose soil all as specified & directed by Engineer-in-Charge. |
| 7 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as specified & directed by Engineer-in-Charge. |
| 8 | Removing excavated soil to a distance not exceeding 50 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point all as directed. |
| 9 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified & directed by Engineer-in-Charge. |
| 10 | M&L for rendering 15 mm thick on stone masonry surface in cement mortar 1:4 including water proofing compound and finished even & smooth without using extra cement complete all as specified & directed by Engineer-in-Charge. |
| 11 | M&L for rendering 10 mm thick plaster in cement mortar (1:6) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement complete all as specified & directed by Engineer-in-Charge. |
| 12 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete, NP2) of 150mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes complete all as directed by Engineer-in-Charge. (Note :- Excavation and earth work shall be measured andpaid separately. |
| 13 | --- ditto --- all as per item No 12.00 above but of 200mm bore. |
| 14 | M & L for 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified & directed by Engineer-in-Charge. |
| 15 | M & L for 200mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified & directed by Engineer-in-Charge. |
| 16 | M&L for 150mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-Charge. |
| 17 | --- ditto --- all as per item No 16.00 above but of 200mm bore. |
| 18 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm bore pipe all as specified & directed by Engineer-in-Charge. |
| 19 | --- ditto --- all as per item No. 18.00 above but of 200mm bore. |
| 20 | S&F in repair, 110mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified & directed by Engineer-in-Charge. |
| 21 | S&F in repair,75mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified & directed by Engineer-in-Charge. |
| 22 | Demolition floor hearth or wall tiling including cement mortar bedding and removing unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-Charge. |
| 23 | M&L Glazed ceramic colourtiles in vertical surface 350x250mmx7mm/ 450X350X7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match in CM 1:6 including 10mm rendering on stone surfaces, complete all as specified & directed by Engineer-in-Charge. |
| 24 | S&F Non skid ceramic tiles 7 to 8 mm thick joint free tilearea of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed 15mm thick in CM 1: 6 for laying floor finishes, complete all as specified and directed by Engineer-in-Charge. |
| 25 | Taking down of existing steel rolling shutters with thickness of laths 1.25mm, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, complete, gear operated type with bevel gear box and crank handle and refixing the same after greasing / repairing complete all as specified and directed by Engineer-in-Charge. |
| 26 | Cleaning of choked sewage line of 100 mm bore of pipe including drains with rodding by mechanically means and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil all as directed by Engineer-in-Charge. |
| 27 | ---- ditto --- all as per item No 26.00 above but 150mm bore sewage line |
| 28 | ---- ditto --- all as per item No 26.00above but 200mm bore sewage line |
| 29 | ---- ditto --- all as per item No 26.00above but 250-300 mm bore sewage line |
| 30 | ---- ditto --- all as per item No 26.00above but 300-600 mm bore sewage line |
| 31 | Cleaning of manholes not exceeding 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete by mechanically means and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required and as directed by Engineer-in-Charge. |
| 32 | Cleaning of manholes exceeding 1.5m but not exceeding 3m depth by means of removing the silt, sludge, etc & bailing out water complete by mechanically means and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required and as directed by Engineer-in-Charge. Note for item No 26 to 32: - T&P or other machinery required for cleaning or dewatering are deemed to be included in the quoted rate of the respective items as in septic tank, soakage well, manhole, sewage line etc. |
| 33 | Cleaning of floor trap, gully trap in any size by means of removing the silt, sludge, etc & bailing out water complete by mechanically means and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge. |
| 34 | Cleaning the blockage of WC/EWC in any type floor by means of removing the silt, sludge, etc & bailing out water complete by mechanically means and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge. |
| 35 | Cleaning the blockage of urinal in any type floor by means of removing the silt, sludge, etc & bailing out water complete by mechanically means and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge. |
| 36 | Cleaning the blockage of WHB in any type floor by means of removing the silt, sludge, etc & bailing out water complete by mechanically means and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge. |
| 37 | Dismantling wrought iron or mild steel work of any description specifically provided for gates, staircase railings, framed truss etc complete all as specified & directed by Engineer-in-Charge. |
| 38 | M&L Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410-W (Gde- E- 250) quality- A complete all as specified & directed by Engineer-in-Charge. |
| 39 | Dismantling fencing wire mesh, any type complete all as specified & directed by Engineer-in-Charge. |
| 40 | Supply Chain link MS galvanised fencing, any size or type complete all as specified & directed by Engineer-in-Charge. |
| 41 | Fixing only chain link MS galvanised fencing, any size or type complete all as specified & directed by Engineer-in-Charge. |
| 42 | S&F mild steel round Bar 10 mm dia cut to length bent to shape as required, for fixingchain link fencing fixed with nut & bolt as in tie bar complete all as specified & directed by Engineer-in-Charge. |
| 43 | S&F Mild steelflat iron for securing of chain link fencing conforming to Fe 290 Gde E-165 in post and strut in fencing including fabrication i.e. cutting tops drilling holes notching for wire welding etc. complete all as specified & directed by Engineer-in-Charge. |
| 44 | M&L forPreparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc, complete all as specified & directed by Engineer-in-Charge. |
| 45 | Demolition of brick work /stone masonry built in cementmortar incl coping of any description complete all as specified & directed by Engineer-in-Charge. |
| 46 | M&L Squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified & directed by Engineer-in-Charge. |
| 47 | S&F in repair 500 ltrs capacity white colour three layer rotational moulded polythene water storage tank (Cylindrical vertical with closed top) hoisted and fixed in position including dismantling of existing tank, all as specified in SSR Part-I. |
| 48 | Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital orsimilarpattern roof coverings, all as specified & directed by Engineer-in-Charge. |
| 49 | S&F Pre-painted galvatume aluminium zinccoating GI based corrugated steel sheeting 0.50 mm thick any colour having tensile strength 550Mpa in roof coverings fixed with self tapping screws complete all as specified & directed by Engineer-in-Charge. |
| 50 | Taking down chowkats or frames exc 1.5 sqm but not exceeding 4 sqm each without taking off shutters from the frames including iron mongry complete all as specified & directed by Engineer-in-Charge. |
| 51 | S & FSolid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing |
| 52 | S & F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, including hinges, handles, tower bolt and other accessories required with door,suppling & fixing in the frame at site as per specification & drawing. |
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