Tender For Repair To Sewage Lines And Other Misc Wrks At Sqn Bldgs Area In Zone B At Nda Khadakwasla
Tender Value
35 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
22 days left
EMD
70000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Sewage Lines And Other Misc Wrks At Sqn Bldgs Area In Zone B At Nda Khadakwasla
BOQ
| Sl. No. | Item Description |
| 1 | Taking up/down plants or vegetation growth from wall upto roof level by means of cutting hole into brick wall and making good the surface of dismantled portion (not exc 150 sq cm superficial area and not exc one brick depth) using brick bats /aggregate and plastering in cement mortar (1:4) to disturbed portion and applying two coats of cement base paint / weather coat to match the existing surface upto fourth floor complete all as specified and directed. |
| 2 | Cutting of vegetation, grass, bush, weed trees height upto 1 meter above the ground level in around 3 meter of the periphery manhole, drain etc and removed the tree route complete and removing the vegetation to a distance exceeding 500 meter but not exceeding 1000 meter complete all as specified and directed. |
| 3 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, erection of poles etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. |
| 4 | Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m in depth but not exc. 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. |
| 6 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. |
| 7 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 8 | M&L for Plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) in surface channels and drains including necessary formwork complete all as specified and directed. |
| 9 | M&L cement concrete 1:3:6 type C1, (using 20 mm graded crushed stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. |
| 10 | Supply only Integral water proofing compound in sealed pack (ISI Marked)complete all as specified and directed. |
| 11 | M&L for precast cement concrete block masonry with solid blocks 1:3:6 type C-1 (using 20 mm graded stone aggregate), exc 10 cm in width and setting in cement mortar 1:4, complete all as specified and directed. |
| 12 | M&L for Precast Reinforced Cement concrete 1:2:4 type B0 (Using 12.5 mm graded stone aggregate) in 25 mm thick (measured solid) Jallies or louvers including all mouldings set jointed in CM 1:6 but excluding frame including demolition of existing cement concrete complete all as specified and directed. |
| 13 | M & L for providing precast cement concrete solid building blocks type C1 ,1:3:6,using 20 mm graded stone aggregate or slabs 10 cm thick (with plain or interlocking joints as directed) setting in cement mortar 1:4 in walls complete all as specified and directed. |
| 14 | M & L for providing Reinforced cement concrete (1:2:4) type B-1 Nominal Mix using12.5 mm graded stone aggregate as in slab supported on walls ,beams and columns in floors,roofs,landings, kitchen slabs etc complete all as specified and directed. (Note :- Reinforcement shall be measured and paid separately.) |
| 15 | M & L for applying evenly a coat of blown type bitumen @ 1.50 Kg per Sqm including cleaning of surface and binding with clean dry sand @ 0.05 cum per Sqm complete all as specified & directed. |
| 16 | M&L for 12-16mm thick Dholpur stone tiles for cladding (superior quality) machine cut, in skirting/dado and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of tiles, size and shape of tiles as per existing laid over and including 15 mm thick backing in cement mortar 1:4 complete all as specified and directed. |
| 17 | S & F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding 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. |
| 18 | S & F Mild steel work in framed work such as grills, gratings, framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tank and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed. |
| 19 | Fabrication only Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') etc complete all as specified and directed. |
| 20 | M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending 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 complete all as specified and directed. |
| 21 | M&L for rough dressed sahabad stone slab flooring 30 mm thick, jointed in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and directed. |
| 22 | M&L for rough dressed sahabad stone slab flooring 35 mm thick, jointed in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and directed. |
| 23 | All as per Sl No 22 above but except sahabad stone complete all as specified and directed. |
| 24 | M&L 75 mm thick, PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in sub floor, sub base of floor, paving, path etc including formwork complete all as specified and directed. |
| 25 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate, 100mm thick as in hardstanding finishing even and smooth without using extra cement complete all as specified and directed. |
| 26 | M&L for 60 mm thick glossy finished machine pressed precast concrete interlocking coloured paver block of any shape and size confirming to IS 15658-2006, M-35 grade, laid dry including filling edges in cement mortar 1:4, laid over and including 30 mm thick stone dust cushioning complete all as specified and directed. |
| 27 | M&L for (except paver) 60 mm thick interlocking coloured paver block of any shape and size, laid dry including filling edges in cement mortar 1:4, laid over and including 30 mm thick stone dust cushioning complete all as specified and directed. |
| 28 | M&L glossy finish cement concrete chequered tiles 300 x 300 x 25 mm/ 200 x 200 x 25 mm/ 400 x 400 x 35mm (as approved) thick as in floors, set and jointed over and including 15 mm thick screed bed in CM 1:6 and pointed in grey cement and pigments to match the colour of tile including dismantling complete all as specified and directed. |
| 29 | M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed. |
| 30 | M&L 12 to 16 mm thick pre polished decorative cement concrete tree guard tiles or dholpur stone of approved size, design and colour laid on vertical surface over and including 15 mm thick backing layer in cement mortar 1:4, set, jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed. |
| 31 | M&L Rendering 15 mm thick on fair faces of brick work or concrete sur-faces in cement mortar 1:4 using water proofing compound @ 3% by wt of cement for finished even and smooth (without using extra cement) complete all as specified and directed. |
| 32 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed. |
| 33 | M & L for painting the new wall surface complete all as specified and directed as follows :- (a) Surface Preparation- Preparation of newly plastered or previously untreated surfaces of walls (b) Putty application- NIL (c) Priming surface- Applying one coat of cement base primer (d) Painting- Applying two coats of cement base paint. |
| 34 | M&L for Raking out joints/ pointing to brickwork in walls, Sahabad stone flooring or to bricks on edge in floors, surface channels, roofs etc complete all as specified and directed. |
| 35 | S & F in repairs cast iron traps ‘P’ or ‘S’ 75 mm dia fixed to existing pipe with cement joint with branch piece if required complete all as specified and as directed. |
| 36 | S & F in repairs cast iron traps ‘P’ or ‘S’ 100 mm dia fixed to existing pipe with cement joint with branch piece if required complete all as specified and as directed. |
| 37 | M & L CI spun pipe 75mm dia for soil, waste or vent pipe in any lengths with or without ears, jointed with and including cement joints fixed to walls including necessary clamps etc., complete all as specified and as directed. |
| 38 | M & L CI spun pipe 100mm dia for soil, waste or vent pipe in any lengths with or without ears, jointed with and including cement joints fixed to walls including necessary clamps etc., complete all as specified and as directed. |
| 39 | S & F in replacement CI bends (any radius),diminishing pieces or tapers (larger bore measured)75 mm bore complete all as specified and directed |
| 40 | S & F CI bends (any radius),diminishing pieces or tapers (larger bore measured)75 mm bore complete all as specified and directed |
| 41 | S & F in replacement CI bends (any radius),diminishing pieces or tapers (larger bore measured)75 mm bore with oval access door complete all as specified and directed |
| 42 | S & F CI bends (any radius),diminishing pieces or tapers (larger bore measured)75 mm bore with oval access door complete all as specified and directed |
| 43 | S & F in replacement CI bends (any radius),diminishing pieces or tapers (larger bore measured)100 mm bore complete all as specified and directed |
| 44 | S & F CI bends (any radius),diminishing pieces or tapers (larger bore measured)100 mm bore complete all as specified and directed |
| 45 | S & F CI bends (any radius),diminishing pieces or tapers (larger bore measured)100 mm bore with oval door access complete all as specified and directed |
| 46 | S & F in replacement CI bends (any radius),diminishing pieces or tapers (larger bore measured)100 mm bore with oval door access complete all as specified and directed |
| 47 | S & F in replacement CI branch piece 100mm bore, single(equal or unequal),ordinary or inverted spigot or socket type with parallel branches complete all as specified and as directed. |
| 48 | S & F in replacement CI vent cowls 75 mm complete all as specified and directed |
| 49 | S & F in replacement CI vent cowls 100 mm complete all as specified and directed |
| 50 | S & F in replacement of PVC (SWR) pipe 75 mm bore, single socketed, in any length, one end socketed and other plain with rubber ring joints duly fixed with rubber adhesive cement solvent etc, fixed to walls complete all as specified and directed. |
| 51 | S & F in replacement of PVC (SWR) pipe 110 mm bore, single socketed, in any length, one end socketed and other plain with rubber ring joints duly fixed with rubber adhesive cement solvent etc, fixed to walls complete all as specified and directed. |
| 52 | S & F in repairs 75 mm bore PVC (SWR) bends of any radius complete all as specified and directed. |
| 53 | S & F 75 mm bore PVC (SWR) bends of any radius complete all as specified and directed. |
| 54 | S & F 110 mm bore PVC (SWR) bends of any radius complete all as specified and directed. |
| 55 | S & F in repairs 75 mm bore PVC (SWR) branch piece single, (single Y) equal or unequal, complete all as specified and directed. |
| 56 | S & F 75 mm bore PVC (SWR) branch piece single, (single Y) equal or unequal, complete all as specified and directed. |
| 57 | S & F in repairs 110 mm bore PVC (SWR) branch piece single, (single Y) equal or unequal, complete all as specified and directed. |
| 58 | S & F in repairs 75 mm bore PVC (SWR) junction single, (single T) equal or unequal, complete all as specified and directed. |
| 59 | S & F 75 mm bore PVC (SWR) junction single, (single T) equal or unequal, complete all as specified and directed. |
| 60 | S & F in repairs 110 mm bore PVC (SWR) junction single, (single T) equal or unequal, Type B, complete all as specified and directed. |
| 61 | S & F 110 mm bore PVC (SWR) junction single, (single T) equal or unequal, complete all as specified and directed. |
| 62 | S&F in repairs 75 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 63 | S&F 75 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 64 | S&F in repairs 110 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 65 | S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 66 | M&L in replacement for 75mm dia cast iron floor trap with grating including jointing to waste pipe fixed in cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) complete all as specified and directed. |
| 67 | M&L in replacement for 100mm dia cast iron floor trap with grating including jointing to waste pipe fixed in cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) complete all as specified and directed. |
| 68 | M&L in replacement for 100mm dia cast iron nahani trap with grating including jointing to waste pipe fixed in cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) complete all as specified and directed. |
| 69 | M&L in replacement for 75mm dia cast iron nahani trap with grating including jointing to waste pipe fixed in cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) complete all as specified and directed. |
| 70 | S & F in repairs PVC (SWR) Nahani trap of 100 mm outlet plain with grating including jointing with solvent cement complete with rubber ring joints including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 71 | S & F in repairs PVC (SWR) Nahani trap of 75 mm outlet plain with grating including jointing with solvent cement complete with rubber ring joints including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 72 | S & F in repairs PVC (SWR) Floor trap of 100 mm outlet plain with grating including jointing with solvent cement complete with rubber ring joints including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 73 | S & F in repairs PVC (SWR) Floor trap of 75 mm outlet plain with grating including jointing with solvent cement complete with rubber ring joints including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 74 | M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore pipe complete all as specified and directed. |
| 75 | M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and directed. |
| 76 | M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 250 mm bore complete all as specified and directed. |
| 77 | M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 450 mm bore complete all as specified and directed. |
| 78 | M&L for lowering & laying in trench of Reinforced Cement Concrete pipes of 150mm bore, class NP3,spigot and socket ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I, aligning & jointing complete all as specified and directed |
| 79 | M&L for lowering & laying in trench of Reinforced Cement Concrete pipes of 200mm bore, class NP3,spigot and socket ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I, aligning & jointing complete all as specified and directed |
| 80 | M&L for lowering & laying in trench of Reinforced Cement Concrete pipes of 250mm bore, class NP3,spigot and socket ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I, aligning & jointing complete all as specified and directed |
| 81 | M&L for lowering & laying in trench of Reinforced Cement Concrete pipes of 450mm bore, class NP3,spigot and socket ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I, aligning & jointing complete all as specified and directed |
| 82 | Cutting into existing manholes for connecting new drains, making good to 150mm of pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed. |
| 83 | Cutting into existing manholes for connecting new drains, making good to 200mm of pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed. |
| 84 | Cutting into existing manholes for connecting new drains, making good to 250mm of pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed. |
| 85 | Cutting into existing manholes for connecting new drains, making good to 450mm of pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed. |
| 86 | S&F in repairs, SFRC (Steel Fibre Reinforced Concrete) Manhole cover slabs of size 510mm dia, sewer line/ manhole cover with frame size 533 mm (21” dia), 75 Kg of weight, LD-2.5 Tonne capacity fixed in proper position complete all as specified and directed Notes-(i) Contractor will provide manufacturer test certificate of SFRC cover & frame |
| 87 | S&F in repairs, SFRC (Steel Fibre Reinforced Concrete) Manhole cover slabs of size 510mm dia, sewer line/ manhole cover with frame size 600 mm (24” dia), 210 Kg of weight, HD-5 Tonne capacity fixed in proper position complete all as specified and directed Notes-(i) Contractor will provide manufacturer test certificate of SFRC cover & frame |
| 88 | S&F in repairs, SFRC (Steel Fibre Reinforced Concrete) Manhole cover slabs of size 457.2x914mm( 18” x 36” ) 100mm thick with frame as per IS 12592-2002, set in cement mortar 1:4 complete all as specified and directed Notes-(i) Contractor will provide manufacturer test certificate of SFRC cover & frame |
| 89 | S&F in repairs, SFRC (Steel Fibre Reinforced Concrete) Manhole cover slabs of size 457.20x600mm (18” x 24” ) 100mm thick with frame as per IS 12592-2002, set in cement mortar 1:4 complete all as specified and directed Notes-(i) Contractor will provide manufacturer test certificate of SFRC cover & frame |
| 90 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and directed. |
| 91 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc., laid, bedded and pointed in any mortar complete all as specified and directed. |
| 92 | Demolition of cement concrete (un-reinforced) in ground floor and paving not exc. 15 cm thick (Below or above ground level) complete all as specified and directed. |
| 93 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 94 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 95 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including bed concrete internal dia of pipe 150mm and removal of demolished material out of MoD land complete all as specified and directed |
| 96 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including bed concrete internal dia of pipe 200mm and removal of demolished material out of MoD land complete all as specified and directed |
| 97 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including bed concrete internal dia of pipe 250mm and removal of demolished material out of MoD land complete all as specified and directed |
| 98 | Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including bed concrete internal dia of pipe 450mm and removal of demolished material out of MoD land complete all as specified and directed |
| 99 | Dismantling of cast iron pipes jointed in cement mortar and taking out of wall/ trenches if required for 100mm pipe complete all as specified and directed. (Note-Excavation and earthwork shall be measured and paid for separately.) |
| 100 | Dismantling of cast iron pipes jointed in cement mortar and taking out of wall/ trenches if required for 75mm pipe complete all as specified and directed. (Note-Excavation and earthwork shall be measured and paid for separately.) |
| 101 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator,supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. Note:- (i) The rates quoted shall includes cost of T&P etc complete and the work will be carried out on complaint basis, day to day maintenance. (ii) Minimum two persons shall be deployed by contractor and they shall be present on all working days for attending the complaints of Sewage. (iii) The contractor/ rep of the contractor will collect the complaint slips from AGE B&R-I Zone C complaint cell in GE Khadakwasla office by 9.00AM and submit the complaints reports of the same each day by 1730hrs after rectification, failing which penal recovery @ Rs. 100.00 per complaint will be recovered from contractor's dues. (iv) Urgent manpower for removal of blockage of any type, may be required to be provided by the contractor in day or night (on Sunday or holiday) on a short notice. If the contractor fails to provide manpower for the specific work, manpower for the same work will be hired from any other source for that urgent job by the department & shall be paid in full by the contractor without any extra cost to the department complete all as specified and as directed. |
| 102 | Cleaning of manhole chamber of depth not exceeding 1.00 metre each, mechanically, removing muck/sludge/silt/mud, liquid etc under any position including foul condition and cleaning the inlets and outlets etc washing and well flushing of the manhole with water, placing the cover back in position and disposing off the sludge /debris out of MD land complete all as specified and directed. Note: The sludge to be disposed off in sealed tins or sludge removal tankers and the same is deemed to include in the rate quoted. |
| 103 | Ditto all as per item No 102 above but depth of manhole exc 1 Mtr and n exc 3 Mtr etc complete all as specified and directed. |
| 104 | Cleaning of floor trap (of any type/size), by taking out accumulated silt, mud etc and removing the same at a distance not exceeding 50 metre (where directed), washing and well flushing of the floor trap with water complete all as specified and directed. |
| 105 | Cleaning of gully trap of any depth(not exceeding 0.5 mtr each), by taking out accumulated silt, mud etc and removing the same at a distance not exceeding 50 metre (where directed), washing and well flushing of the floor trap with water complete all as specified and directed. |
| 106 | Cleaning of blocked water closet (of any type/pattern) by mechanical means including connected CI pipe line (of any bore) upto 1st manhole complete all as specified and directed. |
| 107 | Cleaning of blocked waste line (of any bore) from sink/ urinal/ wash hand basin to floor trap manually (by pushing a piece of bamboo split, tied with gunny bags at one end to other) including dewatering and well flushing the line with water and testing on completion complete all as specified and directed. |
| 108 | De-sludging / cleaning completely of liquid / sticky / hard sludge by pumping mechanically from inside of septic tank of any description and in any posn including taking down cover slab of any type, thickness and size carefully and refixing in the same opening after necessary cleaning etc and removing of sludge out side of the MoD Land and attending complaints on regular day to day basis all as specified and as directed by the Engineer-in-Charge. Note (i): All the tools and plants and other allied arrangement for making sewage line functional will be made by the contractor without any extra cost to the Govt and cost shall be deemed to be included with quoted unit rate. (ii): The details of safaiwala shall be submitted by the contractor to GE through Engr-in-Charge, Name , Father's Name full address with pass port size photo and insurance of employees (Safaiwala) within 15 days commencement of work along with insurance from Govt Agency. |
| 109 | Cleaning of existing covered drain of any size (width & depth) (half of the depth filled up) by removing and refixing of cover slab (wherever applicable) taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 meter but not exceeding 1000 meter and washing of the drain with water complete all as specified and directed. |
| 110 | M&L for road cutting and repairing to disturbed road with 100 mm thick PCC 1:2:4 type B2 (using 20 mm graded stone aggregate) over and including 150mm hardcore of broken stone of gauze n.exc 63mm over rammed earth etc complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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