Tender For Repair/Replacement And Cleaning Of Sewage System In Md And Otm Accn Under Age B/R-I At Itarana Military Station, Alwar
Tender Value
34 Lakhs
Estimated cost
Bid Submission
12 Sep 2026
20 days left
EMD
68000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Alwar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Replacement And Cleaning Of Sewage System In Md And Otm Accn Under Age B/R-I At Itarana Military Station, Alwar
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning and rodding of blocked sewage line of 100 mm dia and depth up to 1.50 m by manual/mechanical rodding and thorough flushing with adequate quantity of water between successive manholes over suitable lengths, by blocking the first and last manholes of the section under cleaning, until smooth flow is restored, including desludging of manholes at both ends and cleaning of sewage line from manhole to manhole or gully trap to manhole, removal of sludge, sewage and other deposits by manual/mechanical means, transportation in covered van/trolley outside MoD land, resetting of manhole covers and making good the area, including necessary precautionary and safety measures, complete all as specified and directed. Note: Desludging and dewatering of manholes for the sewage line under cleaning shall be measured and paid for separately under respective BOQ items according to depth of manholes. |
| 2 | Cleaning and rodding of blocked sewage line of 150 mm bore and depth up to 1.50 m, otherwise all as per description of item above, including rodding, flushing, desludging of end manholes, removal and disposal of sludge/sewage/deposits outside MoD land in covered van/trolley, resetting of manhole covers and necessary safety precautions, complete all as specified and directed. |
| 3 | Cleaning and rodding of blocked sewage line of 150 mm bore and depth exceeding 1.50 m but not exceeding 3.00 m, otherwise all as per description of item above, including rodding, flushing, desludging of end manholes, removal and disposal of sludge/sewage/deposits outside MoD land in covered van/trolley, resetting of manhole covers and necessary safety precautions, complete all as specified and directed. |
| 4 | Cleaning and rodding of blocked sewage line of 200 mm to 250 mm bore and depth up to 3.00 m, otherwise all as per description of item above, including rodding, flushing, desludging of end manholes, removal and disposal of sludge/sewage/deposits outside MoD land in covered van/trolley, resetting of manhole covers and necessary safety precautions, complete all as specified and directed. |
| 5 | Cleaning and rodding of blocked sewage line of 200 mm to 250 mm bore and depth exceeding 3.00 m but not exceeding 4.50 m, otherwise all as per description of item above, including rodding, flushing, desludging of end manholes, removal and disposal of sludge/sewage/deposits outside MoD land in covered van/trolley, resetting of manhole covers and necessary safety precautions, complete all as specified and directed. |
| 6 | Cleaning of septic tank/sump of any capacity or description, including pumping out liquid contents, removal of accumulated sludge from all compartments including intercepting chamber, washing down with water and thorough cleaning, collection, loading, transportation and disposal of sludge outside MoD land in covered van/trolley at approved location, including necessary safety, hygiene and precautionary measures, complete all as specified and directed. |
| 7 | Cleaning of manholes up to 1.50 m depth by removing sludge, silt, clay and other rubbish by manual/mechanical means using honey sucker machine, suction motor mounted on vehicle, HCV-mounted suction and discharge machine with blow-back facility and sludge tank of adequate capacity or other approved means, including collection, loading, transportation and disposal outside MoD land in closed covered container/vehicle at approved location, washing of top and surrounding surfaces of manholes with fresh water and sprinkling of fresh unslaked lime to maintain hygienic conditions, complete all as specified and directed. |
| 8 | Cleaning of manholes of depth exceeding 1.50 m but not exceeding 3.00 m, otherwise all as per description of item above, including removal of sludge/silt/rubbish by suitable manual/mechanical means, pumping, collection, transportation and disposal in closed covered vehicle/container, washing and application of fresh unslaked lime, including necessary safety and hygiene measures, complete all as specified and directed. |
| 9 | Cleaning of manholes of depth exceeding 3.00 m but not exceeding 4.50 m, otherwise all as per description of item above, including removal of sludge/silt/rubbish by suitable manual/mechanical means, pumping, collection, transportation and disposal in closed covered vehicle/container, washing and application of fresh unslaked lime, including necessary safety and hygiene measures, complete all as specified and directed. |
| 10 | Cleaning and de-choking of blocked sewage lines by diesel-engine-driven, vehicle-mounted, hydraulically operated high-pressure suction-cum-jetting sewer cleaning machine, fitted with high-pressure pump having minimum 4000 litre suction capacity and 6000 litre water jetting tank capacity, including skilled operator, supervisor/technical personnel and necessary labour, partial desludging of manholes and de-choking/flushing of sewage line from one manhole to another by high-pressure jetting system at approximately 2200 psi, for sewage lines 150 mm to 300 mm dia and of any depth, including collection, suction, transportation and disposal of removed sludge/debris and all necessary equipment, safety precautions and incidental works at Itarana Cantt, Alwar, complete all as specified and directed. |
| 11 | Cleaning of all blockages in nahani traps, floor traps, bottle traps, gully traps and P/S traps of WCs, including removal of solid/liquid matter, mud and deposits from traps and connected CI/PVC pipe lines and bends by manual rodding, flexible rods, pressure cleaning pump or other suitable equipment, collection and hygienic removal of sludge/debris, making Indian/European WCs, WHBs, sinks, floor traps and gully traps fully functional up to first manhole, by deploying safaiwala on per-day basis with all necessary tools and equipment, complete all as specified and directed. Note: (i) Contractor or authorised representative shall collect complaints from B/R-I complaint cell at 0900 h daily except Sundays/holidays, without any extra payment on this account. (ii) Safaiwala shall attend daily with all necessary tools, equipment and accessories required for execution of complaints; non-availability of equipment shall not be admissible as a reason for non-completion. (iii) Each complaint shall be attended to and completed within 24 hours, failing which recovery shall be made at twice the applicable market rate as per contract conditions. (iv) Cleaning of sewage line up to first manhole shall be measured and paid for separately under the relevant BOQ item. |
| 12 | Demolition of existing brickwork or stone/boulder masonry built in cement mortar or cement-lime mortar, including demolition of quoins, arches, pillars and similar portions, excluding ashlar facings, dressed stonework and precast concrete articles, including breaking, dismantling, stacking/retrieval of serviceable materials and removal of debris as specified and directed. |
| 13 | M&L for brickwork with old-size sub-class 'B' bricks, straight or curved on plan exceeding 6.00 m mean radius, built in cement mortar 1:4, including bonding, raking of joints and finishing complete all as specified and directed. |
| 14 | M&L for half-brick thick brickwork with sub-class 'B' bricks, straight or curved on plan to any radius, built in cement mortar 1:4, including cutting and bonding of bricks, raking of joints and finishing complete all as specified and directed. |
| 15 | M&L for walling of random rubble uncoursed stone masonry, well bonded, properly bedded and solidly hearted, built in cement mortar 1:4, including necessary dressing, bonding, filling of hearting and finishing complete all as specified and directed. |
| 16 | M&L for walling of random rubble uncoursed stone masonry, well bonded, properly bedded and solidly hearted, built in cement mortar 1:4, using old serviceable stones retrieved from demolition under preceding item, including cleaning, sorting, dressing, bonding and reuse of recovered stones complete all as specified and directed. |
| 17 | M&L for cement concrete 1:2:4 Type B1 using 12.5 mm graded crushed stone aggregate for lintels up to 1.50 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 600 mm height, copings, kneelers, apex stones, bed plates and similar works, including weathering, slightly rounded/chamfered angles, throating, necessary straight/curved formwork including use and waste thereof, and fair finishing of all exposed concrete surfaces complete all as specified and directed. |
| 18 | Taking down cement plaster from brick walls, including raking out joints, hacking surface to provide adequate key, scrubbing and washing down with water and removal of loose material, complete all as specified and directed. |
| 19 | M&L for 15 mm thick cement plaster/rendering in cement mortar 1:4 with WPC on stone masonry or brickwork surfaces, finished even and smooth without use of extra cement, including preparation of surface, curing and finishing complete all as specified and directed. Rate shall include work at all heights and locations and all necessary scaffolding. |
| 20 | M&L for 10 mm thick cement plaster in cement mortar 1:6 on surfaces other than fair faces of brickwork or concrete, finished even and smooth without use of extra cement, including preparation, curing and finishing complete all as specified and directed. |
| 21 | M&L for rough-cast plaster to exterior walls, including undercoat of cement and sand mortar 1:3, minimum 10 mm thick, and while the undercoat is in plastic condition applying rough-cast mixture comprising crushed stone/fine gravel aggregate 6 to 12 mm size, coarse sand and cement in ratio 1:1:1, mixed to suitable consistency and finished even, including all necessary preparation, curing, scaffolding and taking down existing treatment where required, complete all as specified and directed. |
| 22 | M&L for preparation of newly plastered wall surfaces and application of three coats of white wash, including surface preparation, rubbing down and necessary intermediate preparation between coats, complete all as specified and directed. |
| 23 | Excavating in trenches not exceeding 1.50 m width and not exceeding 1.50 m depth for foundations, shafts, walls, manholes and similar works, not exceeding 10 sqm on plan, including getting out excavated earth in soft/loose soil, dressing sides and levelling bottom as required, complete all as specified and directed. |
| 24 | Excavating in trenches not exceeding 1.50 m width and exceeding 1.50 m but not exceeding 3.00 m depth for foundations, shafts, walls, manholes and similar works, not exceeding 10 sqm on plan, in soft/loose soil, otherwise all as per preceding item, complete all as specified and directed. |
| 25 | Excavating in trenches not exceeding 1.50 m width and exceeding 3.00 m but not exceeding 4.50 m depth for foundations, shafts, walls, manholes and similar works, not exceeding 10 sqm on plan, in soft/loose soil, otherwise all as per preceding item, complete all as specified and directed. |
| 26 | Returning, filling and compacting excavated earth in trenches, including spreading, levelling, watering and well ramming in layers not exceeding 250 mm thick, in soft/loose soil, complete all as specified and directed. |
| 27 | Removal of excavated earth/material to a distance not exceeding 50 m and depositing at location directed, at a level not exceeding 1.50 m above the starting point, including loading, unloading, spreading and levelling as required, complete all as specified and directed. |
| 28 | Demolition and breaking up of 150 mm bore drain pipes of salt glazed stoneware, asbestos cement or reinforced concrete, embedded/set in cement mortar, including breaking and removal of PCC haunching and bedding, excavation as necessary, disposal of debris and making good complete all as specified and directed. |
| 29 | Demolition and breaking up of 200 mm bore drain pipes of salt glazed stoneware, asbestos cement or reinforced concrete, embedded/set in cement mortar, including breaking and removal of PCC haunching and bedding, excavation as necessary, disposal of debris and making good complete all as specified and directed. |
| 30 | S&F salt glazed stoneware drain pipes of 150 mm bore, Grade 'A', ISI marked, laid to required gradient in prepared trenches, jointed in cement mortar 1:1, including cutting, jointing, alignment, testing for watertightness and making good complete all as specified and directed. |
| 31 | M&L for 150 mm bore reinforced cement concrete pipe, Class NP2, laid to required gradient and jointed in cement mortar 1:1, including supply and fixing of collars, alignment, jointing, testing and all necessary incidental works complete all as specified and directed. |
| 32 | M&L for 200 mm bore reinforced cement concrete pipe, Class NP2, laid to required gradient and jointed in cement mortar 1:1, including supply and fixing of collars, alignment, jointing, testing and all necessary incidental works complete all as specified and directed. |
| 33 | M&L for PCC 1:4:8 Type D-2 using 40 mm graded crushed stone aggregate as bedding to 150 mm bore pipes, including preparation of bed, packing underneath and haunching against sides of pipes after laying and testing, complete all as specified and directed. |
| 34 | M&L for PCC 1:4:8 Type D-2 using 40 mm graded crushed stone aggregate as bedding to 200 mm bore pipes, including preparation of bed, packing underneath and haunching against sides of pipes after laying and testing, complete all as specified and directed. |
| 35 | M&L for cement concrete 1:2:4 Type B-1 using 20 mm graded crushed stone aggregate for construction of surface channels, drains and benching, including necessary formwork, finishing and curing complete all as specified and directed. |
| 36 | M&L for Extra over corresponding cement concrete item for forming fair-finished drain/channel of 300 mm internal girth, including necessary formwork, moulds, mitred/stopped ends, finishing and all incidental works complete all as specified and directed. |
| 37 | M&L for cutting into existing manholes/septic tanks for connection of new drains, including cutting and removal of existing masonry/concrete, making good around pipe, rendering, cutting out existing benching and forming branch channel of half-round or three-quarter-round section in cement concrete 1:2:4 Type B-1, smooth finished, including reforming and finishing of benching as required for 100 mm bore pipe, complete all as specified and directed. |
| 38 | M&L for cutting into existing manholes/septic tanks for connection of new drains, including cutting and removal of existing masonry/concrete, making good around pipe, rendering, cutting out existing benching and forming branch channel of half-round or three-quarter-round section in cement concrete 1:2:4 Type B-1, smooth finished, including reforming and finishing of benching as required for 150 mm bore pipe, complete all as specified and directed. |
| 39 | M&L for cutting into existing manholes/septic tanks for connection of new drains, including cutting and removal of existing masonry/concrete, making good around pipe, rendering, cutting out existing benching and forming branch channel of half-round or three-quarter-round section in cement concrete 1:2:4 Type B-1, smooth finished, including reforming and finishing of benching as required for 200 mm to 300 mm bore pipe, complete all as specified and directed. |
| 40 | S&F 75 mm bore PVC SWR pipes, ISI marked, of required length, laid to required gradient in trenches, floors or other locations, jointed with rubber ring joints or solvent cement joints as applicable, including dismantling and removal of existing unserviceable pipes, supply and fixing of all necessary PVC fittings such as bends, floor traps, sockets, branch pieces and other specials, cutting, jointing, testing, making good disturbed surfaces and all incidental works complete all as specified and directed. |
| 41 | S&F 110 mm bore PVC SWR pipes, ISI marked, of required length, laid to required gradient in trenches, floors or other locations, jointed with rubber ring joints or solvent cement joints as applicable, including dismantling and removal of existing old/unserviceable pipes, supply and fixing of all necessary PVC fittings such as bends, floor traps, sockets, branch pieces and other specials, cutting, jointing, testing, making good disturbed surfaces and all incidental works complete all as specified and directed. |
| 42 | S&F 75 mm bore PVC SWR pipes, ISI marked, of required length, fixed to walls with rubber ring joints, including dismantling and removal of existing old/unserviceable pipes, supply and fixing of all necessary PVC fittings such as bends, MS clamps, sockets, branch pieces, MS stack clamps, single or double tees and other specials as required, including cutting, jointing, alignment, testing, making good disturbed surfaces and all incidental works complete all as specified and directed. |
| 43 | &F 110 mm bore PVC SWR pipes, ISI marked, of required length, fixed to walls with rubber ring joints, including demolition and breaking of existing pipework as necessary, removal of dismantled/unserviceable materials, supply and fixing of all necessary PVC fittings such as bends, MS clamps, sockets, branch pieces, MS stack clamps, single or double tees and other specials as required, including cutting, jointing, alignment, testing, making good disturbed surfaces and all incidental works complete all as specified and directed. |
| 44 | S&F 110 mm bore PVC SWR vent cowl, ISI marked, suitable for fixing on 110 mm bore PVC SWR vent pipe, including necessary jointing, fixing accessories and making good complete all as specified and directed. |
| 45 | M&L for preparation of existing old floor surfaces, including thorough cleaning, removal of dust, dirt, loose particles, grease, oil and other contaminants, scraping/rubbing and making the surface sound and suitable for painting, followed by application of one coat of approved ready-mixed floor paint of required shade/pigment, including all necessary preparation, application and finishing complete all as specified and directed. |
| 46 | S&F in repair salt glazed stoneware gully trap, square or round mouthed Type 'P', 150 x 150 mm, complete with cast iron grating, including excavation in soft/loose soil, setting and jointing of gully trap in cement mortar, construction of PCC 1:3:6 Type C-1 block of size 300 x 300 x 450 mm around gully trap including necessary formwork, filling, compaction and making good the surrounding ground complete all as specified and directed. |
| 47 | M&L for 75 mm thick PCC 1:3:6 Type C-1 using 20 mm graded crushed stone aggregate as plinth protection, laid to required slope, properly compacted and finished fair and even, including necessary formwork, curing and all incidental works complete all as specified and directed. |
| 48 | S&F in repair vitreous china squatting pan, Orissa pattern, white, size 580 x 440 mm, complete with integral foot rests, excluding flushing cistern and flush pipe, including connection to existing trap, flushing pipe and anti-siphonage pipe, necessary cutting, jointing and making good, including provision of PCC 1:7:12 Type F-2 filling/bedding as required, complete all as specified and directed. |
| 49 | S&F in repair vitreous china wash-down water closet pan, pedestal pattern EWC, of approved colour, including connection to existing drain/outgoing pipe and anti-siphonage pipe, complete with coloured closed-pattern WC seat and cover with flat bottom, CP jet and all necessary fittings, jointing, fixing and making good complete all as specified and directed. |
| 50 | M&L for cement concrete 1:3:6 Type C-2 using 40 mm graded stone aggregate in foundations, filling and mass concrete, including mixing, laying, compacting, finishing and curing complete all as specified and directed. |
| 51 | M&L for precast reinforced cement concrete 1:2:4 Type B-1 using 20 mm graded stone aggregate for manhole cover slabs of round, square or rectangular shape, including reinforcement, moulds, casting, curing, lifting and setting in cement mortar 1:4 complete all as specified and directed. |
| 52 | M&L for mild steel bars 10 mm dia and above, cut to required lengths, straightened, bent and shaped as required, including cranking, bending, spiral/hoop formation for columns, hooks at ends and tying with mild steel annealed binding wire not less than 0.90 mm dia or securing with clips, including all cutting, wastage and incidental works complete all as specified and directed. |
| 53 | Demolition of cement concrete in ground floors and pavings not exceeding 150 mm thickness, whether above or below ground level, including breaking, dismantling, removal of debris and making good the disturbed surface complete all as specified and directed. |
| 54 | Dismantling of existing wrought iron or mild steel work of any description not otherwise provided for, including cutting, dismantling, removal of fixing materials and disposal/stacking of dismantled material as directed, complete all as specified and directed. |
| 55 | S&F mild steel framed work such as grills, gratings, guard bars, barred iron doors, walkways, railings and similar works, fabricated from angle, flat and round bars, with ends of bars shouldered and/or riveted or forged into spikes, conforming to Fe-290 Grade E-165, including cutting, drilling, welding/riveting, fabrication, erection, fixing and all necessary accessories complete all as specified and directed. |
| 56 | M&L for 75 mm thick PCC 1:4:8 Type D-2 using 40 mm graded crushed stone aggregate as sub-base, including laying, compacting, levelling and finishing fair and even, complete all as specified and directed. |
| 57 | Dismantling of existing stone slabs and tiles of any description or thickness in floors, aprons and similar surfaces, laid, bedded and pointed in any mortar, including careful removal where required, breaking, lifting, stacking/removal of dismantled material and making good the disturbed surface complete all as specified and directed. |
| 58 | M&L for chequered cement concrete coloured glossy-finish tiles, 300 x 300 x 25 mm thick, laid and jointed in neat cement slurry over and including 20 mm thick cement mortar 1:4 screed/bedding, pointed with white cement and approved pigment to match the tile shade, including dismantling of existing floor finish of any description or thickness, disposal/removal of debris and making good complete all as specified and directed. |
| 59 | M&L for factory-made 60 mm thick machine-pressed precast cement concrete interlocking paver blocks, M-35 grade, conforming to IS 15658:2006, of approved shape and size, manufactured with grey cement and pigment as required, laid over and including 25 mm thick sand cushioning, joints filled with dry sand and compacted with mechanical vibrator/plate compactor, including dismantling and removal of existing flooring/paving of any description or thickness, disposal of debris and making good complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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