Tender For Certain Repair/Maintenance Of B/R Works At Abohar Under Ge (Af) Bhisiana
Tender Value
15 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
0 days left
EMD
30000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bathinda → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Certain Repair/Maintenance Of B/R Works At Abohar Under Ge (Af) Bhisiana
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles in any description and removing/disposal off from the site to outside MOD land complete all as specified and as directed. |
| 2 | Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 3 | Material and labour for brick work in half brick thick wall straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge. |
| 4 | Taking down cement plaster/rough cast plaster from brick walls/soffits of roof projections & chajjas /ceilings etc. including racking out joints, hacking for key & scrubbing down with water etc including disposal of rubbish material to any distance out side MOD land complete all as specified and as directed. |
| 5 | Material and labour for 15mm thick cement plastering/ rendering in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and fair complete all as specified and as directed. |
| 6 | Material and labour for rendering/plastering 15 mm thick in CM (1:6) on any face of Brick walls or concrete surfaces, finished even and fair complete all as specified and as directed. |
| 7 | Material and labour for rendering/plastering 5 mm thick in CM (1:3) on concrete surfaces of ceiling, finished fair and even complete all as specified and as directed. |
| 8 | Material and labour for rough cast plaster on exterior walls in two layers, under layer not less than 10mm cement plaster (1:3) (1 cement: 3 coarse sand ) furrowing the under layer with scratching tool, and while it is still in plastic state the roughcast mixture consisting of crushed stone or fine gravel aggregate (which is generally of size between 6 to 12 mm depending on the texture required) mixed with coarse sand and cement in the ratio of (1: 1: 1) shall be applied and finished even. The mix of cement and sand shall be made slightly wetter than normal for rendering to ensure that larger aggregates are thoroughly covered, complete in all respects and as specified and directed by the Engineer-in-Charge. |
| 9 | Material and labour for preparation of new plastered surfaces of ceiling by brooming down or by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash by using paint brush complete all as specified and as directed. |
| 10 | Material and labour for preparation of existing treated surface of walls/pillars /cornices etc. by removing/scraping all loose paint, treatment, dust, dirt and other foreign matter using broom, paint brush, sand paper, wall sander or any other suitable means as required. The item includes filling of nail holes, pin holes and hairline cracks with approved putty wherever required and prepared to obtain a smooth and even finish. Thereafter, applying one coat of Oil Bound Distemper (OBD) of approved make and shade as per surface condition matching the existing, applying by using paint brush or roller brush complete all as specified and as directed. |
| 11 | Material and labour for preparing the surface and applying two coats of Oil Bound Distemper (OBD) of approved make and shade to walls/pillars /cornices surfaces (over any type of surface new or old prepared after complete removal etc.) over one coat of cement primer suitable for OBD, paint and primer applying by using paint brush or roller brush complete all as specified and as directed. |
| 12 | Material and labour for preparation of plastered surfaces of walls/pillars /cornices (on new surface or old prepared surface after complete removal) by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour with using paint brush complete all as specified and as directed. |
| 13 | Material and labour for preparation of existing treated surface of walls/pillars /cornices etc. by removing/scraping all loose paint, treatment, dust, dirt and other foreign matter using broom, paint brush, sand paper, wall sander or any other suitable means as required, washing down with water and applying one coats of cement base paint as per existing tint/colour with using paint brush complete all as specified and as directed. |
| 14 | Material and labour for complete removal of existing treatment of any type/description (any layer) from external/internal wall/ceiling surfaces, soffits/chajja/roof projection surfaces etc., by scraping steel patti and Mechanical sander/grinder machine having suction vaccum Bag (Smart periodical methodology), complete all as specified and as directed. |
| 15 | Material and labour for preparing the surface and applying 02 coats of exterior acrylic emulsion paint of approved tint/shade (Company Depot Tinted) to external surface of walls /pillar, Soffits of Chajjas / Roof Projections / Cantilevers / Balcony etc. (over any type of surface new or old prepared after complete removal etc) over and including a coat of exterior alkali resistant water-based primer (primer shall be same make as acrylic emulsion paint), paint and primer applying by using paint roller/brush or airless spray gun complete all as specified and as directed.Brand and Make of exterior acrylic emulsion paint: - Apex Ultima of Asian / Weather Coat antidust of Berger / Weather shield Protect of Dulux / Excel Mica Marble of NerolacBrand and Make of primer for external : - Seal O Primer of Berger / Smart Care Primero of Asian / Excel Alkali Prime of Nerolac / Weather Shield Alkali Bloc of Dulux |
| 16 | Material and labour for Writing letters or figures with synthetic enamel paint (Block. Roman, Italic or Indian) not exceeding 30 cm high etc complete all as specified and as directed. |
| 17 | Material and labour for preparation of old treated surfaces (plastered / unplastered) of ceiling by remove / scraping down all loose treatment etc with using broom, wire brush or by any other mean and after preparing the surfaces applying one coat of white wash by using paint brush complete all as specified and as directed. |
| 18 | Material and labour for preparation of old treated surfaces (plastered / unplastered) of walls/pillars /cornices by remove / scraping down all loose treatment etc with using broom, wire brush or by any other mean and after preparing the surfaces applying one coat of white wash by using paint brush complete all as specified and as directed. |
| 19 | Material and labour for preparation of new steel and iron surfaces of any description, not otherwise described, exceeding 10 cm in width or girth, including cleaning the surface free from dust, dirt, grease, oil and other foreign matter and surface imperfections by rubbing down with emery paper/sand paper or by other approved means to obtain a clean, smooth and even surface and further applying one coat of red oxide zinc chromate primer and two coats of first-quality synthetic enamel paint of approved brand, shade and tint, each coat applied by brush only after proper preparation and complete drying of the preceding coat, to produce a smooth, uniform, durable and aesthetically acceptable finish, complete in all respects as specified and directed by the Engineer-in-Charge. |
| 20 | Material and labour for preparation of old painted wooden surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour as per existing with using paint brush complete all as specified and as directed. |
| 21 | Material and labour for preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete all as specified and as directed. |
| 22 | Material and labour for carrying out post-construction anti-termite treatment at points of contact of woodwork with masonry, floor or other adjoining surfaces, by drilling 6 mm diameter holes at an angle of approximately 45 degrees downward and at intervals not exceeding 150 mm centre-to-centre, injecting approved chemical emulsion in oil- or kerosene-based solution at the rate of 0.50 litre per hole, and subsequently sealing the holes with suitable material to match the adjoining surface, complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | Material and labour for carrying out post-construction anti-termite treatment of voids in masonry by drilling holes at an angle of approximately 45 degrees at intervals of 300 mm centre-to-centre and injecting approved chemical emulsion at the rate of 1.00 litre per hole, including subsequently plugging and sealing the holes with cement mortar (1:2) (1 part cement : 2 parts coarse sand) to match the existing floor finish/surface, complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position and including disposal of rubbish material to any distance out side MOD land complete all as specified and as directed. |
| 25 | Dismantling of interlocking tile/paver block/brick/chequered tile etc including kerb stone (laid flat or on edge etc) laid dry or pointed complete all as specified and as directed. |
| 26 | Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded mechanically crushed stone aggregate as in plinth protection finished even and smooth without using extra cement complete all as specified and as directed |
| 27 | Material and labour for 100mm thick cement concrete (1:2:4), Type-B-1 , using 20 mm graded stone aggregates as in floors, pavement, hardstanding and finishing the surface of concrete topping even and smooth (without using extra cement) complete all as specified and as directed. |
| 28 | Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed. |
| 29 | Material and labour for 20 mm thick bedding layer in cement mortar (1:6) in grey cement, and finish the surface even and fair/rough to receive the tile complete all as specified and as directed. |
| 30 | Material and labour for providing and laying coloured chequered cement concrete tiles of size exceeding 0.04 sqm but not exceeding 0.11 sqm, 25mm thick, manufactured by the table vibratory method using PU/rubber moulds, made from cement, graded aggregates, pre-polished white cement and pigments, having approved pattern and texture, laid as in floors, footpaths, walkways and similar locations. The tiles shall be laid true to line, level and required slope, set and jointed in neat grey cement slurry at the rate of 3.00 kg per square metre, over the prepared bed/sub base (sub base bed measured and paid separately), filling joints with white cement mixed with matching pigment, complete in all respects, as specified and directed by the Engineer-in-Charge. |
| 31 | Supply and laying/fixing 60mm thick factory-made chamfered edge cement concrete paver block/ interlocking tile of M-35 grade, conforming to IS 15658:2021, grey cement with pigment, with approved design/size/ shape made by table vibratory method using PU mould, laid as in footpath, parks, lawns, drive ways or light traffic parking etc., over and including 30mm thick compacted bed of fine sand and filling the joints with sand, compacting through vibratory compaction by using plate vibrator, finishing and sweeping extra sand complete all as specified and as directed. |
| 32 | Material and labour for Dismantling/taking out old paver block/ interlocking tile of any description and in any position, making surface leveled as per site requirement and refixing/laying the same over and including 30mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand, finishing and sweeping extra sand complete all as specified and as directed. |
| 33 | Dismantling of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed |
| 34 | M&L for providing Non-skid tiles (approved shade), area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm (square/rectangular), as per IS 15622: 2017 and IS 13712: 2019, group B1b, having thickness not less than 7mm, premium quality having water absorption should be between 3% to 6%, straight edge/rectified, stain free, laid as in Flooring, set and jointed in Neat grey Cement Slurry and pointed in White/Coloured Cement, laid over and including 15mm thick Screed Bed in Cement Mortar (1:4), complete all as specified and as directed. |
| 35 | M&L for providing Non-skid tiles (approved shade), area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm (square/rectangular), as per IS 15622: 2017 and IS 13712: 2019, group B1b, having thickness not less than 7mm, premium quality having water absorption should be between 3% to 6%, straight edge/rectified, stain free, laid as in Flooring and connected skirting where required, set and jointed in Neat grey Cement Slurry and pointed in White/Coloured Cement, laid over and including Screed Bed 15mm thick for floor and 10mm for skirting in Cement Mortar (1:4), complete all as specified and as directed. |
| 36 | M&L for providing glazed ceramic coloured tiles (any shade in any pattern of light & dark, with or without highlighters etc as approved), as per IS 15622: 2017 and IS 13712: 2019, group B IIa, having thickness not less than 7mm, Premium quality having water absorption should be between 3% to 6%, straight edge/rectified, stain free, size of tile 350x250mm/ 450x300mm or any size between area of each tile exceeding 0.06 Sqm and not exceeding 0.18Sqm thick as direcetd as in Vertical Surface/Dado etc., set and jointed in Neat grey Cement Slurry and pointed in White or Colour Cement to match the Tiles, laid over and including 10mm thick Screed Bed in Cement Mortar (1:4), complete all as specified and as directed. |
| 37 | M&L for providing vitrified tiles (approved light shade), as per IS 15622: 2017 and IS 13712: 2019, group B Ia, having thickness not less than 8mm, premium quality having water absorption should be between 0% to 0.5%, straight edge/rectified, stain free, area of each tile exceeding 0.18 Sqm but not exceeding 0.42 Sqm (square/rectangular), as in Flooring and connected skirting, set and jointed in Neat grey Cement Slurry and pointed in White/Coloured Cement, laid over and including Screed Bed 15mm thick for floor and 10mm for skirting in Cement Mortar (1:4), complete all as specified and as directed. |
| 38 | Dismantling of stone slab tiling including cement mortar bedding ( but not backing) and including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed by Engineer-in-Charge. |
| 39 | Material and labour 16-18mm thick Granite stone slab (thappi) in approved shade (like dark black, mahroom etc), machine cut, duly factory grinding and polishing (table rubbed and polished), as in table tops, steps, treads, risers, jambs, pillars, window cills, cooking platforms, for counter sunk wash basin, Reception Counter and like or similar locations where directed, set & jointed in and including neat cement slurry, laid over and including 15mm thick cement mortar (1:4) screed bed, and pointing in white cement mixing with pigment to match with shade of slab, including cutting, dressing, edge finishing, rounding of exposed edges where required, including cleaning and extra polishing if required complete all as specified and as directed.Note : (i) Single piece should be used in steps/jambs/shelves, equal to width of slab (ii) The rate shall be deemed to include for accommodating holes/openings for gas pipes in kitchen cooking platforms and cutting for countertop/table top/under-counter wash basins, wherever required to suit the dimensions of the item being fixed. No extra payment shall be admissible on this account. |
| 40 | Material and labour for providing and fixing machine-cut, selected quality marble stone, of approved shade and pattern (Makrana White, Doongri, Udaipur Green or approved equivalent), 12–14 mm thick, as in table tops, steps, treads, risers, jambs, pillars, window cills, cooking platforms, for counter sunk wash basin and like and connected skirting, or similar locations where directed, set & jointed in and including neat cement slurry, laid over and including 15mm thick cement mortar (1:4) screed bed for horizonal and 10mm for skirting in Cement Mortar (1:4), including cutting, dressing, edge finishing, rounding of exposed edges where required, and pointing joints with white cement mortar (1:2) mixed with marble dust and matching pigment to suit the colour and shade of the marble, including rubbing /grinding and polishing by machine/hand machine, complete in all respects as specified and directed by the Engineer-in-Charge.Note : (i) Single piece should be used in steps/jambs/shelves, equal to width of slab (ii) The rate shall be deemed to include for accommodating holes/openings for gas pipes in kitchen cooking platforms and cutting for countertop/table top opening for under-counter wash basins, wherever required to suit the dimensions of the item being fixed. No extra payment shall be admissible on this account. |
| 41 | Supply and fixing in replacement along wall or laying in trench 160mm nominal outside diameter PVC-U SWR (Soil, Waste and Rainwater) single socketed pipes, Type 'B', conforming to IS 13592, in any required length, laid truly to line and gradient with rubber ring joints using approved pipe joint lubricant as recommended by the manufacturer. The work shall include supplying and fixing all necessary fittings such as bends, tees, single and double Y-junctions, double tees, couplers/sockets, reducers, offsets, access fittings, vent cowls, end caps, plugs and other fittings of any angle or radius, with or without access doors, as required for completing the pipeline system. The item shall also include cutting the pipes to the required length, jointing, making necessary connections to the existing or new SWR system, providing proper alignment, testing the completed pipeline for leakage and satisfactory flow, and all labour, tools, plant and incidental works necessary to complete the work in all respects, as specified and directed by the Engineer-in-Charge.Notes:(i) Brackets, clamps, slotted channels, nuts, bolts, anchor fasteners, supporting arrangements and other fixing accessories shall be measured and paid for separately under the relevant BOQ items.(ii) Measurement for payment shall be made for the actual centre-line length of pipe laid, measured along the pipeline alignment between the centre lines of successive fittings, irrespective of the number of joints. No separate payment shall be made for the socket portion of the pipe, insertion length within sockets/joints, or for fittings such as bends, tees, reducers, junctions, couplers, vent cowls and similar fittings, the cost of which shall be deemed to be included in the quoted unit rate. |
| 42 | Supply and fixing in replacement along wall or laying in trench 110mm nominal outside diameter PVC-U SWR (Soil, Waste and Rainwater) single socketed pipes, Type 'B', conforming to IS 13592, in any required length, laid truly to line and gradient with rubber ring joints using approved pipe joint lubricant as recommended by the manufacturer. The work shall include supplying and fixing all necessary fittings such as bends, tees, single and double Y-junctions, double tees, couplers/sockets, reducers, offsets, access fittings, vent cowls, end caps, plugs and other fittings of any angle or radius, with or without access doors, as required for completing the pipeline system. The item shall also include cutting the pipes to the required length, jointing, making necessary connections to the existing or new SWR system, providing proper alignment, testing the completed pipeline for leakage and satisfactory flow, and all labour, tools, plant and incidental works necessary to complete the work in all respects, as specified and directed by the Engineer-in-Charge.Notes:(i) Brackets, clamps, slotted channels, nuts, bolts, anchor fasteners, supporting arrangements and other fixing accessories shall be measured and paid for separately under the relevant BOQ items.(ii) Measurement for payment shall be made for the actual centre-line length of pipe laid, measured along the pipeline alignment between the centre lines of successive fittings, irrespective of the number of joints. No separate payment shall be made for the socket portion of the pipe, insertion length within sockets/joints, or for fittings such as bends, tees, reducers, junctions, couplers, vent cowls and similar fittings, the cost of which shall be deemed to be included in the quoted unit rate. |
| 43 | Supply and fixing in replacement along wall or laying in trench 75mm nominal outside diameter PVC-U SWR (Soil, Waste and Rainwater) single socketed pipes, Type 'B', conforming to IS 13592, in any required length, laid truly to line and gradient with rubber ring joints using approved pipe joint lubricant as recommended by the manufacturer. The work shall include supplying and fixing all necessary fittings such as bends, tees, single and double Y-junctions, double tees, couplers/sockets, reducers, offsets, access fittings, vent cowls, end caps, plugs and other fittings of any angle or radius, with or without access doors, as required for completing the pipeline system. The item shall also include cutting the pipes to the required length, jointing, making necessary connections to the existing or new SWR system, providing proper alignment, testing the completed pipeline for leakage and satisfactory flow, and all labour, tools, plant and incidental works necessary to complete the work in all respects, as specified and directed by the Engineer-in-Charge.Notes:(i) Brackets, clamps, slotted channels, nuts, bolts, anchor fasteners, supporting arrangements and other fixing accessories shall be measured and paid for separately under the relevant BOQ items.(ii) Measurement for payment shall be made for the actual centre-line length of pipe laid, measured along the pipeline alignment between the centre lines of successive fittings, irrespective of the number of joints. No separate payment shall be made for the socket portion of the pipe, insertion length within sockets/joints, or for fittings such as bends, tees, reducers, junctions, couplers, vent cowls and similar fittings, the cost of which shall be deemed to be included in the quoted unit rate. |
| 44 | Supply & fixing Bracket, Stack clamp, nut bolt, fastner, etc suitable for pipe of any dia, all made out of mild steel, shape of bracket and clamp as directed including painting with synthetic enamel paint complete all as specified and as directed by Engineer-in- charge. |
| 45 | Material and labour for cleaning and removal of blockages (in foul condition only) from inside building (at any floor) as bathroom/WC/Kitchen to GT, Floor trap to GT, along with vertical pipes/horizontal pipe, oval access door, washing and cleaning thoroughly up to the cleaning eye of the down-take pipe, by using mechanical equipment, rodding devices, choke removers, pressure jetting techniques or any other approved method. The item shall include locating and clearing the blockage, flushing the entire line with water to ensure free flow, cleaning and removal of silt, sludge and other obstructions, and reinstatement of oval access door covers, GT covers and manhole covers in their original positions after completion of the work. The work shall be carried out to the entire satisfaction of the Engineer-in-Charge and shall be complete in all respects as specified and directed.Note: (i) The unit of measurement shall be Each Job per building (bathroom/WC/Kitchen to GT, Floor trap to GT, along with vertical pipes/horizontal pipe all one job). The rate quoted shall be deemed to include complete cleaning from inside of building, cleaning eye of the down-take pipe or any other incidental work required for satisfactory completion of the job. |
| 46 | Material and labour for cleaning and removal of blockages in sewage lines of any diameter, length and depth from gully trap (GT)/grating to the first manhole, including cleaning of the gully trap and first manhole up to the cleaning eye of the down-take pipe, by using mechanical equipment, rodding devices, choke removers, pressure jetting techniques or any other approved method. The item shall include locating and clearing the blockage, flushing the entire line with water to ensure free flow, cleaning and removal of silt, sludge and other obstructions, and reinstatement of oval access door covers, GT covers and manhole covers in their original positions after completion of the work. The work shall be carried out to the entire satisfaction of the Engineer-in-Charge and shall be complete in all respects as specified and directed.Note: (i) The unit of measurement shall be Each Job. The rate quoted shall be deemed to include complete cleaning of the gully trap (GT)/grating, first manhole, cleaning eye of the down-take pipe and the connected sewer line between them, including removal of all blockages, flushing and restoration of free flow. No separate measurement or additional payment shall be admissible for cleaning of the GT/grating, first manhole, cleaning eye, connected sewer line, flushing operations or any other incidental work required for satisfactory completion of the job. |
| 47 | Material and labour for opening the existing manhole cover and removing/extracting liquid, sludge, silt, solid waste and other obstructions from manhole chambers (in foul condition or as directed) of any shape and size, having depth exceeding 0.6m but not exceeding 1.50 m, including cleaning and removal of blockages from the connected sewer line of any diameter up to 300 mm from the preceding manhole up to the subject manhole, irrespective of length, by using a mechanically operated truck/tractor-mounted hydro-jet sewer cleaning machine equipped with sewage/sludge collection tank, wash-down system, suction derrick arm, hydraulically operated spring-loaded rotary sliding vane compressor, V-hose, end-section nozzle, strainer and all other necessary accessories. The item shall include jetting, suction, cleaning and flushing of the manhole chamber and connected sewer line, temporary stopping/diversion of sewage flow by means of sand bags, gunny bags or other approved methods wherever required during cleaning operations, removal of such temporary obstructions after completion of cleaning to restore normal sewage flow, collection, transportation and disposal of extracted sludge/waste in closed containers outside MD land premises, and reinstatement of the manhole cover in its original position after completion of the work, complete in all respects as specified and directed by the Engineer-in-Charge.Note : (i) The unit of measurement shall be Each Job. The rate quoted shall be deemed to include cleaning of the manhole chamber as well as the connected sewer line from the preceding manhole to the subject manhole. No separate measurement or additional payment shall be admissible for cleaning, jetting, flushing or de-silting of the connected sewer line. |
| 48 | Material and labour for opening the existing manhole cover and removing/extracting liquid, sludge, silt, solid waste and other obstructions from manhole chambers (in foul condition or as directed) of any shape and size, having depth exceeding 1.50 m but not exceeding 3 m, including cleaning and removal of blockages from the connected sewer line of any diameter up to 300 mm from the preceding manhole up to the subject manhole, irrespective of length, by using a mechanically operated truck/tractor-mounted hydro-jet sewer cleaning machine equipped with sewage/sludge collection tank, wash-down system, suction derrick arm, hydraulically operated spring-loaded rotary sliding vane compressor, V-hose, end-section nozzle, strainer and all other necessary accessories. The item shall include jetting, suction, cleaning and flushing of the manhole chamber and connected sewer line, temporary stopping/diversion of sewage flow by means of sand bags, gunny bags or other approved methods wherever required during cleaning operations, removal of such temporary obstructions after completion of cleaning to restore normal sewage flow, collection, transportation and disposal of extracted sludge/waste in closed containers outside MD land premises, and reinstatement of the manhole cover in its original position after completion of the work, complete in all respects as specified and directed by the Engineer-in-Charge..Note : (i) The unit of measurement shall be Each Job. The rate quoted shall be deemed to include cleaning of the manhole chamber as well as the connected sewer line from the preceding manhole to the subject manhole. No separate measurement or additional payment shall be admissible for cleaning, jetting, flushing or de-silting of the connected sewer line. |
| 49 | Material and labour for opening existing access covers and removing/extracting all liquid, dewatering, sludge, silt, solid waste, scum, sewage deposits and other obstructions from septic tanks or sewage wells or manhole exceeding 3m depth of any type (rectangular, circular or otherwise), of any size, depth and capacity, whether in foul condition or otherwise including cleaning and removal of blockages from the connected sewer line of any diameter up to 300 mm from the preceding manhole up to the subject septic tanks / sewage wells / manhole, irrespective of length, by using a mechanically operated truck/tractor-mounted sewage suction machine/ pump, hydro-jet sewer cleaning machine, sludge tanker fitted with sewage/sludge collection tank, and all other necessary accessories and equipment. The item shall include complete dewatering, suction, cleaning and desludging, breaking and loosening of compacted sludge wherever required, collection of all extracted liquid, sludge and waste material, transportation in leak-proof closed containers/tankers and disposal thereof outside MD land premises, and reinstatement of the access cover in its original position after completion of the work, including cleaning off shrubs/bushes, vegetarian found 2 m all-around from external edge of septic tank or sewage well, complete in all respects as specified and directed by the Engineer-in-Charge.Note : (i) The unit of measurement shall be per thousand Litre (1000 Ltr) of sewage/sludge/waste actually removed and transported, measured on the basis of the certified volumetric capacity of the closed collection tank/container/tanker utilized for the work. |
| 50 | Material and labour for opening the existing access cover and removing/extracting liquid, grease, oil, fat deposits, kitchen waste, sludge, silt and other obstructions from grease trap (German Technology) of any size, capacity and shape, whether in foul condition or otherwise as per direction, by using a mechanically operated truck/tractor-mounted sewage suction machine/pump, hydro-jet sewer cleaning machine, sludge tanker fitted with sewage/sludge collection tank, and all other necessary machinery, accessories and equipment. The item shall include complete dewatering, suction, cleaning, desludging and flushing of the grease trap, removal of accumulated grease deposits from all chambers and internal surfaces, collection of all extracted liquid and waste material, transportation in leak-proof closed containers/tankers and disposal thereof outside MD land. The work shall also include refilling the grease trap with fresh water up to the required operating level after completion of cleaning operations, reinstatement of the access cover in its original position, and ensuring proper functioning of the grease trap system including cleaning and removal of shrubs, bushes, grass, weeds and other vegetation found within a distance of 2.00 metres all around the external perimeter of the grease trap, completed in all respects as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 51 | Material and labour for opening the existing access cover and removing/extracting liquid, grease, oil, fat deposits, kitchen waste, sludge, silt and other obstructions from grease trap (German Technology) of any size, capacity and shape, whether in foul condition or otherwise as per direction, by using a mechanically operated truck/tractor-mounted sewage suction machine/pump, hydro-jet sewer cleaning machine, sludge tanker fitted with sewage/sludge collection tank, and all other necessary machinery, accessories and equipment. The item shall include complete dewatering, suction, cleaning, desludging and flushing of the grease trap, removal of accumulated grease deposits from all chambers and internal surfaces, collection of all extracted liquid and waste material, transportation in leak-proof closed containers/tankers and disposal thereof outside MD land. The work shall also include refilling the grease trap with fresh water up to the required operating level after completion of cleaning operations, reinstatement of the access cover in its original position, and ensuring proper functioning of the grease trap system including cleaning and removal of shrubs, bushes, grass, weeds and other vegetation found within a distance of 2.00 metres all around the external perimeter of the grease trap, completed in all respects as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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