Military Engineer Services-MES has published Repairs To Sewage Lines, Manholes, Drains, Path And Hard Standing, Cover Slabs, Jalli Walls, Compound Wall And Parking Sheds At Inhs Kalyani, Sho And Ncs Under Ge ( Nb ) Visakhapatnam. Submission Date for this Tender is 10-09-2022. Drainage Tenders in visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Sep-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 10-09-2022 |
| Sl. No. | Item Description |
| 1 | Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal ofdebris and rubbish to a distance upto outside MD land complete all as directed by the Engr-in-Charge |
| 2 | Demolition of un-reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish to outside MD land complete all as specified and directed. |
| 3 | Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water and removing rubbish to outside MD land complete all as specified and directed |
| 4 | M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 5 | M & L for 100 mm thick, Cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in base of flooring/hard standing, etc, and finished the cement concrete surfaces even and fair without using extra cement complete all as specified and directed. |
| 6 | M & L for 75 mm thick, plain cement concrete 1:3:6type C-2 (using 40 mm graded stone aggregate)as in sub-base of floooring/hard standing, etc and finished the concrete surfaces even and fair without using extra cement complete all as specified and directed. |
| 7 | M & L for Forming Construction joints 30mm deep x 10mm wide, filled with sealing compound Grade "A" complete all as specified and directed. |
| 8 | M & L for 40 mm thick, plain cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) as in sub base of flooring, etc complete all as specified and directed. |
| 9 | M & L for Chequered cement concrete tiles of size 30cm x 30cm x 23-25mm thick, as in floors etc,including 15 mm thick screed bed in cement mortar 1:6 and set & jointedin neat cement slurry and pointed in grey cement and pigments to match with the shade of tiles complete all as specified and directed. |
| 10 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed. |
| 11 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. |
| 12 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 13 | Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal ofdebris and rubbish to a distance n.exc 100m as directed by the Engr-in-Charge. |
| 14 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, builtin cement mortar 1:6 as in retaining walls, abutments and similar workcomplete all as specified and directed. |
| 15 | M & L for Brick work with fly ash brick, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. |
| 16 | M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:4 as in half brick thick walls using old size brick complete all as specified and directed. |
| 17 | S & F high strength corrosion resistantTMT steel bars 6mm to 8mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality as in half brick thick wall complete all as specified and directed. |
| 18 | M & L for rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4,mixed with integral water proofing compoundwith weight of cement in top layer as per manufacturer"s instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). |
| 19 | Supply only integral water proofing compound (ISI marked) complete all as specified and directed. |
| 20 | M & L for plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. |
| 21 | M & L for Broken glass coping on top of wall in 25mm layer of cement mortar (1:3) with a rounded or weathered finish and before the mortar has set, glass (of bottle or thick glass) broken to approximately 63mm gauge, shall be firmly embedded at the rate of 10 Kg of glass per square metre of rendered surface, jogged edges of the glass being left projecting complete all as specified and directed. |
| 22 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 23 | M & L for Mild Steel Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 ® complete all as specified and directed. |
| 24 | M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zine chrome primer complete all as specified and directed. |
| 25 | S & F in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed. |
| 26 | S & F In repairs,1050 mm diapunched tapeconcertina coil as per IS 4454 with galvanised coatingand punched tape material as per IS-513deep drawn quality with galvanising coating , having medium barbs( barb length: 24+1 mm ,Pitch between two barbs 35+ 1mm ) fixed in position and securedto both sides of shaped angle iron post , stretched to a length of 6 to 8 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall fixed over angle iron ‘Y’ shaped,Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)to achieve 1050 mm diaas in fencing to steel post and to another coil /MS ribs including fixing with special galvanisedfasterners such as "J" clips , "C" clips, U clips all as specified and directed (Note : After stretching the coil, the length of the compound wall on which it has been stretched shall be considered for measurement.) |
| 27 | M & L for Raking out joints/ pointing torandom rubble or polygonal rubble uncoursed or brought up to courses andkeyed pointingin cement mortar 1:4complete all as specified and directed. |
| 28 | M & L for preparation old decorated external surfaces of wall, chajja, facia etc by "vaccum based sanding maching" after complete removing old paints by mechanical scrubber without disturbing the plastered surfaces and applying two coats of water based acrylic weather proof exterior emulsion (exterior wall finish) paint over a coat of primer by "Auto Roller" machine as per manufacturer"s instruction complete all as specified and directed. |
| 29 | M & L for preparing old decorated surfaces of walls, etc including cornices by bromming down or by steel wire brushing, scrapping down smokes soot, moulds, moss and efflorscent salt and treating oil and greasy spot and applying one coat of white wash complete all as specified and directed. |
| 30 | M & L for preparation old decorated external surfaces of wall, chajja, facia etc by "Vaccum based sanding machine" and applying one coat of water based acrylic weather proof exterior emulsion (exterior wall finish) paint by "Auto Roller" machine complete all as specified and directed. |
| 31 | M & L for preparing old decorated surfaces of wall/chajja, etc including cornces by bromming down or by steel wire brushing, scrapping down smokes soot, moulds, moss and efflorscent salt and treating oil and greasy spot and applying one coat of cement base paint complete all as specified and directed. |
| 32 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. |
| 33 | M & L for preparation new external surfaces of wall, chajja, facia etc by "Vaccum based sanding machine" and applying two coats of water based acrylic weather proof exterior emulsion (exterior wall finish) paint over a coat of primer by "Auto Roller" machine as per manufacturer"s instruction complete all as specified and directed. |
| 34 | Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish to outside MD land complete all as specified and directed. |
| 35 | M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesand set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measuredand paid separately) |
| 36 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. |
| 37 | M & L for Precast reinforced cement concrete 1:2:4, type B-0 (using 12.5mm graded stone aggregate) louvres and jallies, 50mm thick including all mouldings and set in cement mortar 1:4 including dismantling of existing one and removing debries upto outside MD Land complete all as specified and directed. |
| 38 | M & L for Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed. |
| 39 | Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and directed. |
| 40 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness, in roof covering including ridges and keeping serviceable sheets in safe custody for reuse in the work complete as directed. |
| 41 | S & F MS steel work in tubular trusses including special shapedwasher etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St-240 complete all as speicfied and directed. |
| 42 | S & F Pre-Painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer"s instruction complete all as specified and directed. |
| 43 | S & F Pre-Painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridges/vally gutter, fixed with self tapping screws as per manufacturer"s instruction complete all as specified and directed. |
| 44 | Demolition and breaking 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 45 | Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 46 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depthfor foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 47 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. |
| 48 | Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. |
| 49 | M & L for Salt glazed stone ware drain pipes 150 mm bore, grade "A" laid in trenches, jointed and tested complete all as specified and directed. |
| 50 | M & L for Salt glazed stone ware drain pipes 200 mm bore, grade "A" laid in trenches, jointed and tested complete all as specified and directed. |
| 51 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore SGSW/RCC drain pipes complete all as specified and directed . |
| 52 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore SGSW/RCC drain pipes complete all as specified and directed . |
| 53 | Complete removing the plants from the surfaces of the building with complete roots, applying recommended chemical to prevent further growth as directed, making good the disturbed surface with cement mortar 1:3 and applying the same surface finish of the existing surface and finished to match with the surrounding surfaces including removal of debris etc., out side the premises complete all as requiredcomplete all as specified and as directed. |
| 54 | Opening the cover and cleaning of septic tanks, sumps, manholes etc of any capacity, dewatering foul water andtaking out night soil, excreta, sludge, etc by pumping properly and removing and carrying the same to a distance upto outside MD land, burried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.75 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position and cleaning the eitre area and making good damaged portion (if any) complete all as specified and directed. (Note : (i) Depth of sludge shall only be measured for volume. (ii): The cleaning work shall be carried out by Honey sucker tanker or similar transporter.) |
| 55 | Cleaning of sewage lines 150 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 56 | Cleaning of sewage lines 200 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 57 | Cleaning of existing area drainage of any width and depth by rodding with split bamboo/ cleaning rod so as to clean the line blockages and allow to flow effluent to drain by pumping out ot the water completely, removing the sludge and othe materials by suitable means and removing all the materials outside MD land and cleaning the complete area including making good any damages complete all as directed by the Engr-in-Charge |
| 58 | Opening the cover and Cleaning of Manholes of internal area n.exc 0.50 Sqm of any depth by pumping out the sewage water completelyinluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 59 | Opening the cover and Cleaning of Manholes of internal area exc 0.50 Sqm but n.exc 1.0 Sqm of any depthby pumping out the sewage water completelyinluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 60 | Cleaning the blockage in the Gully Trap/floor trap/nahani trap completely enable the sewage to flow freely to the next manholes, removing the sludge and other materials from the Manholes by suitable means and removing all the materials obtained from the manholes out side MD land and cleaning the complete area including making good any damages gully trap complete all as directed by the Engr-in-Charge. |
| 61 | M & L for Mild steelframed work such as grills, gratings, gates etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-410-0 Gde E-250 complete all as specified and directed. |
| 62 | Dismantling ofStone slabs and tiles of any description or thickness in floors, aprons etc.laid bedded and pointed in any mortar and removing rubbish upto a distance outside MD land complete all as directed by the Engr-in-Charge. |
| 63 | M & L for granite stone slab(of any type) work (table rubbed or polished) as in floor, 18 to 20 mm thick, machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including 15 mm thick screed bed in cement mortor 1:6 & cutting, polishing complete all as specified and directed. |
| 64 | M & L for granite stone slab (of any type) as in vertical surfaces such as skirting/dado etc, 18 to 20 mm thick, machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including 10 mm thick screed bed in cement mortor 1:4 & cutting, polishing complete all as specified and directed. |
| 65 | Taking down the existing Mild steelGate of size not exceeding 5.0 Square metre of any weight and Re-fixing the in the same position including replacement of pintel hinges etc and realignment and necessary welding as required and painting with two coats of synthetic enamel paint over a coat of primer including preparation of old painting surfaces after complete removal of existing treatment and fixing with PCC 1:2:4 type B1 (using 20 mm aggregrate) including necessary formwork all as specified anddirected. |
| 66 | Taking down eaves gutters and rainwater/soil/waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including removal to Store (measured overall as fixed along the centre line over fittings and accessories)complete all as specified and directed |
| 67 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. |
| 68 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc completeall as specified and directed. |
| 69 | S & F 110 mm bore, PVC (SWR) bends of any radius with oval access door complete all as specified and directed. |
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