Military Engineer Services-MES has published Tender For Repair To Path, Hard Standing, Culvert And Misc Work And Repair Drain, Compound Wall, Fencing And Cleaning/ Repair To Sewage Line, Manhole, Soakage Well And Septic Tank At Likabali Mil Stn Under Ge 872 Ews. Submission Date for this Tender is 20-05-2024. Drainage Tenders in likabali Assam. Bidders can get complete Tender details and download the document.
| 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 complete all as directed by the Engr-in-Charge |
| 2 | M & L for 100 mm thick, plain cement concrete 1:4:8,type D-2 (using 40 mm graded stone aggregate)as in sub-base of flooring, etc complete all as specified and directed. |
| 3 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and disposal ofdebris and rubbish complete all as specified and directed. |
| 4 | M & L for 25 mm thick, plain cement concrete 1:2:4,type B-0 (using 12.5 mm graded stone aggregate)as in sub-base of flooring, etc and finished the surface even and rough complete all as specified and directed. |
| 5 | M & L for Chequered cement concrete tiles of size 20cm x 20cm x 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. |
| 6 | 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. |
| 7 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 8 | 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. |
| 9 | 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 |
| 10 | 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. |
| 11 | M & L for 100 mm thick, Plain Cement Concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in footpath/hardstanding, etc and finishing the cement concrete surfaces even and smooth without using extra cementincluding making joints with bitumastic filing in proportion of bitumen and sand 1:2 complete all as specified and directed. |
| 12 | 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. |
| 13 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. |
| 14 | Demolition of brick work or stone / boulder masonry/ precast concrete block 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 complete all as directed by the Engr-in-Charge. |
| 15 | M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate),block masonry with solid blocks of size 300x200x200mm or 300x200x100mm, having compressive strength of not less than 100 Kg/Sq Cm (As per IS-2185) exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed. |
| 16 | M & L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces and finishing the surfaces even and fair without using extra cement complete all as specified and directed. |
| 17 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. |
| 18 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. |
| 19 | Extra for forming fair finished to concrete surface of drain 30cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. |
| 20 | Add or deduct for each 25mm girth or part thereof over or under 30cm including form mould, mitred/stopped etc. complete all as specified and as directed. |
| 21 | Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish complete all as specified and directed.. |
| 22 | M & L for use & waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for flat rough finished surfaces of concrete complete all as specified anddirected. |
| 23 | M & L for use & waste Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizonal or sloping) for flat rough finished surfaces of concrete complete all as specified and directed. |
| 24 | M & L for Reinforced Cement Concrete1:1.5:3, Type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, ballast walls and the likes any thickness above top of footings including attached pilasters and buttreses complete all as specified and directed. |
| 25 | M & L for Reinforced Cement Concrete1:1.5:3, Type A-1 (Nominal Mix) (Using 20 mm graded stone aggregate) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, shelves etc complete all as specified anddirected. (Note :Reinforcement will be measured & paid seperately) |
| 26 | S & F high strength 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. |
| 27 | S & F high strength TMT 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 complete all as specified and directed. |
| 28 | M & L for 75mm dia, UPVC Pipes (SCH-40) laid as in weep hole complete all as specified and directed |
| 29 | Demolition and breaking 300mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 30 | Demolition and breaking 450mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 31 | M & L Reinforced concrete pipes, class NP2, 300 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 32 | M & L Reinforced concrete pipes, class NP2, 450 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 33 | Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 34 | Demolition and breaking 250mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 35 | 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 soft/loose soil complete all as specified and directed. |
| 36 | Excavating in trenches not exc. 1.5 metre wide and exc. 1.5 metre & not exc. 3 metre depth (beyond the first 1.5 metre) for foundation of poles etc and getting out in soft/loose soil complete all as specified and directed. |
| 37 | 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. |
| 38 | Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting pointcomplete all as specified and directed. |
| 39 | M & L for Precast cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in landing, cover slabs, shelves and similar articles with plain faces and set in CM 1:6 complete all as specified and directed. (Note: Reinforcement shall be measured and paid seperately) |
| 40 | M & L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and fair without using extra cement complete all as specified and directed. |
| 41 | S & Fin repairs, cast iron Floor trap 75mm dia with grating including jointing to waste pipe fixed in cement mortar 1:2:4 type B2 using 20mm graded aggregate complete all as specified and as directed.. |
| 42 | S & F in repair 75 mm bore, PVC (SWR) floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 43 | S & F in repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed. |
| 44 | S & F 75 mm bore, PVC (SWR),Soil, waste and vent pipes, single socketed in any length with rubber ring joints fixed to walls, etc completeall as specified and directed. |
| 45 | S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 46 | S & F75 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 47 | S & F 110 mm bore, PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 48 | S & F 75 mm bore, PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 49 | S & F 110mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. |
| 50 | S & F 75mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. |
| 51 | S & F 110 mm bore, PVC (SWR) vent cowl complete all as specified and directed. |
| 52 | S & F 75 mm bore, PVC (SWR) vent cowl complete all as specified and directed. |
| 53 | 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. |
| 54 | S & F 160 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. |
| 55 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 56 | M & L Reinforced concrete pipes, class NP2, 250 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 57 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 160 mm bore SGSW drain pipes complete all as specified and directed. |
| 58 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore drain pipes complete all as specified and directed. |
| 59 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 250 mm bore drain pipes complete all as specified and directed. |
| 60 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 300 mm bore drain pipes complete all as specified and directed. |
| 61 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 160 mm bore of pipe complete all as specifieed and directed. |
| 62 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 200 mm bore of pipe complete all as specifieed and directed. |
| 63 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 250 mm bore of pipe complete all as specifieed and directed. |
| 64 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 300 mm bore of pipe complete all as specifieed and directed. |
| 65 | M & L for loose filling with broken bricks aggregates of gauge 80 to 150 mm in soakage well complete all as specified and directed. |
| 66 | Cleaning of blocked Floor/nahani trap in bathroom/kitchen/wash basin etcand soil waste pipe of any dia upto gully traps by using rubber hand pump or rodding and opening the eye and making the line clear for smooth function complete all as specified and directed. |
| 67 | Cleaning of blocked EWC/IWC by using rubber hand pump and opening the eye and making the line clear for smooth function complete all as specified and directed. |
| 68 | Cleaning of sewage lines 150/160 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. |
| 69 | 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. |
| 70 | Cleaning of sewage lines 250 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. |
| 71 | Cleaning of sewage lines 300 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. (Note for Serial item Nos 68 to 71 above: The item is measurable upto TWICE during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 72 | 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. |
| 73 | M & L for Opening the cover and Cleaning of Manholes of any depth n.exc 0.5m and of any size 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 45 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 0.50 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 74 | All as per serial item No. 73 above but depth exc 0.5m but n.exc 1.00m complete ditto |
| 75 | All as per serial item No. 73 above but depth exc 1.00m but n.exc 1.50m complete ditto |
| 76 | All as per serial item No. 73 above but depth exc 1.50m but n.exc 2.00m complete ditto |
| 77 | All as per serial item No. 73 above but depth exc 2.00m but n.exc 3.00m complete ditto |
| 78 | M & L for Opening the cover and cleaning of septic tanks, sumps, lift well etc of any capacity (of depth n.exc 1.5m), by dewatering foul water andtaking out night soil, excreta, sludge, etc by HCV Mounted Suction Discharge Machine having Blow Back Facitlity with Sludge Tank (Minimum 2000 Litre capacity) as required to keep complete Sewage System functional and to avoid any over flowing including removal and disposal of pumped out Sewage water, sludges etc in any form or any other materials etc to outside of MD land to a distanceexc 500m to n.exc 1.0 Km, burried underground (minimum 45 cm covered with soil over two layer of bamboo matting without manitaining any gap) including sprinkling bleaching powder @ not less than 0.50 Kg/Sqm on deposit sludge at earth pit and as ordered by the Engr-in-Charge to keep the whole station area pollution free including necessary excavation and earthwork in soft/loose soil for pits, returning, filling inand 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 item is measurable/operative only ONCE during the entire contract period. Any additional cleaning if required, contractor shall be carried out the same without any extra cost to the Govt, (iii) Each trip of tanker to be taken outside of MD land in presence of concerned JE/Engr-in-Charge. (iv) The cost of bleaching powder, bamboo matting, all necessary earth work, T & P etc as required for cleaning and removal of sludge shall demmed to be included in the unit quoted rate ) |
| 79 | All as per Serial Item No. 78 Above but depth of septic tank exc 1.5m and n.exc 3.0m complete ditto |
| 80 | All as per Serial Item No. 78 Above but depth of septic tank exc 3.00m and n.exc 5.20m complete ditto |
| 81 | M & L for Brick work with sub class "B" bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. |
| 82 | M & L for use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter complete all asspecified and directed. |
| 83 | M & Lfor Reinforced Cement Concrete 1:1.5:3, type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings and mass concrete, etc complete all as specified and directed. (Note" Reinforcement will be measured and paid seperately) |
| 84 | M & L for rendering 5 mm thick in cement mortor 1:3 on concrete surfaces as in wall etc and finishing surfaces even and smooth without using extra cement complete all as specified and directed. |
| 85 | Demolition of un-reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish complete all as specified and directed. |
| 86 | Disamntling RCC post or struts any section, including taking out embedded portion in concrete and making good disturbed ground including cleaning and cutting of grass, shrubs, bushes, etc complete all as specified and directed. |
| 87 | Disamntling RCC post or struts any section, including taking out embedded portion in natural ground and making good disturbed ground including cleaning and cutting of grass, shrubs, bushes, etc complete all as specified and directed. |
| 88 | Excavating in post holes (or similar holes) each n. exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25cm, watering and removing surplus soil to a distance n. exc 50m and making good surface in soft/loose soil complete all as specified anddirected. |
| 89 | 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. |
| 90 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. |
| 91 | M & L for Providing reinforced cement concrete 1:1.5:3, Type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in precast posts, fencing posts, straining or terminal posts, struts, etc for fencing, average sectional area exc 100 sq.cm and n exc 250 sq.cm with or without chamfered angles and flat, splayed, rounded or mitred tops and fixed in position complete all as specified and directed. (Note :Reinforcement will be measured & paid seperately) |
| 92 | S & F high strength Mild steel TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed. |
| 93 | Dismantling old/unserviceable chain link fencing any size any mesh incluidng flat iron fillets and MS rod complete complete all as specified and directed. |
| 94 | Supply only chain link MS galvanisd fencing, any size or type complete all as specified and directed |
| 95 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed |
| 96 | 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. |
| 97 | S & F Mild steel screw bolts of 5 to 10 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm and n exc 10cm long complete all as specified and directed. |
| 98 | Supply only mild steel round bar 10mm dia and over cut into length, bend to shape required including cranking bending spirally for hoping as in tie bar for fixing chain link fencing complete all as specified and directed. (Note: Cost ofLabour is deemed to be included with the fixing of chain link fencing) |
| 99 | Supply only mild steel bands, straps, supports or stays of rain water, ventilating pipes including bolts, hooks (stay) for large gates, hook and pintel hinges, clamps, hold fasts, wall ties, flat iron fillets for securing wire mesh, wind tie, fan hook and similar work including necessary drillingbolting or riveting etc conforming to Fe – 290 Gde E – 165 complete all as specified and as directed. (Note: Cost ofLabour is deemed to be included with the fixing of chain link fencing) |
| 100 | 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. |
| 101 | M & L for preparation of new or previously untreated steel surfaces of any description, n.exc 10 cm width or girth when unconnected with other painting or when painted in different tint and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and directed. |
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