Tender For Cleaning And Repairs Of Sewer Lines, Grease Traps, Septic Tanks, Culverts & Connected Works At Omq, Billets & Otm Accn Under Age B/R-Ii, Ge(Af) No 2 Jodhpur
Tender Value
30 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
3 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning And Repairs Of Sewer Lines, Grease Traps, Septic Tanks, Culverts & Connected Works At Omq, Billets & Otm Accn Under Age B/R-Ii, Ge(Af) No 2 Jodhpur
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of septic tank and soak pit of any capacity & any size by taking out sludge and sludge loading to the cart/ lorry & depositing out side MD land including bailing out foul water by manually or by any mechanical means in tanker and dispose the waste water out side MD land complete all as specified and directed by Engr-in-Charge. |
| 2 | Note:- (i) Rate quoted includes bailing out water from septic tank upto 2/3 depth of tanks and removing sludge. |
| 3 | (ii) The measurements for sludge upto depth of 1/3 of septic tank shall only be recorded for payment purpose. |
| 4 | Removing blockage of soil/waste/PVC pipe of any dia and cleaning the lines in between followings with water all as directed by the Engineer-in-Charge :- |
| 5 | (i) Floor/Nahani trap to Gully trap and upto first man-hole. |
| 6 | (ii) WC to first manhole (Note :- Rate quoted for item No 2 (i) and (ii) deemed to includes cleaning/ removing of blockage of first manhole and taking out slude from out side MD Land. |
| 7 | Cleaning of 100 mm bore SGSW/DWC/any type of pipe lines in between two consecutive manholes of any depth to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole. |
| 8 | Cleaning of 150 mm bore SGSW/DWC/any type of pipe lines in between two consecutive manholes of any depth to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole. |
| 9 | Cleaning of 200 mm bore SGSW/DWC/any type of pipe lines in between two consecutive manholes of any depth to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole. |
| 10 | Cleaning of 250 mm bore SGSW/DWC/any type of pipe lines in between two consecutive manholes of any depth to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole. |
| 11 | Note for item No 3,4,5,6 :-(i) Measurement for these items shall be recorded from inner face of walls between two consecutive manholes. (ii) If cleaning of sewage line is not feasible without removing sludge from the manhole. The sludge from the manholes shall be cleaned all as decided by the executive and shall be measured and paid separately under item No7,8 & 9 which is applicable.Note for item No 2,3 ,4,5,6,7,8&9 :-If any blockage removed by the contractor will reoccur due to negligence in workmanship by the worker within ten days of cleaning, the same shall be recleaned without any extra cost to the Govt. |
| 12 | Cleaning of manhole of any description, any size and depth including removing sludge and deposited outside MD land etc complete all as directed by Engineer-in- Charge. |
| 13 | Cleaning of SGSW/any types of pipe of 100/150/200/250/300 mm internal dia between two consecutive manhole depth upto 2.0 meter with sewer jet machine to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole. |
| 14 | Cleaning of SGSW/any types pipe of 100/150/200/250/300 mm internal dia between two consecutive manhole depth exc 2.0 meter but n.exc 4.0 mete with sewer jet machine to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole. |
| 15 | Excavating in trenches in any type of soil, n.exc. 1.5m wide and n.exc 1.5 in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n.exc. 10 sqm on plan and n.exc 1.5m in depth and getting out. |
| 16 | All as per item No 10 above but exc. 1.5 m but n.exc. 3.00 m in depth |
| 17 | Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed. |
| 18 | M&L for squared rubble walling, Jodhpur type, brought up to courses, well bonded, bedded and solidly hearted, built in CM 1:4 |
| 19 | M&L for rendering 15 mm thick in CM 1:6 on stone masonry surfaces finished even and smooth without using extra cement. |
| 20 | M&L for rendering 15 mm thick in CM 1:4 on stone masonry surfaces finished even and smooth without using extra cement. |
| 21 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 22 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate in cills, steps, bands, copings, bed plates, blocks for inserting hold fasts etc. and the like including weathering, slightly rounded or chamfered angles and throating as directed. |
| 23 | M&L for cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in surface channels, drains (forming fair finished channel shall be measured and paid for separately). |
| 24 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc all as specified. |
| 25 | Add or deduct from item No. 20.00 above for each 25mm girth or part thereof over or under 30cm (this is only for adjustment of rates). |
| 26 | Dismantling stone slabs in roofs, suspended floors, chajjas, landings, etc. any thickness, jointed in any mortar (broken stone patti manhole covers/ soakage pit roof slab ) . |
| 27 | M&L for Jodhpur stone roof slabs, self faced 7.5 cm to 10 cm thick, 25 cm to 35 cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 complete as in manhole cover and soak pit. |
| 28 | M&L for precast reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, shelves and similar articles with plain faces, set in CM 1:4, including necessary form work moulds etc all as specified. (Reinforcement shall be measured and paid for separately). |
| 29 | 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 and including mild steel wire (annealed) not less than 0.9 mm dia. |
| 30 | Demolition and breaking up drain pipes,100 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) (internal dia) set in cement mortar including haunching and bed concrete. |
| 31 | Demolition and breaking up drain pipes, 150 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) (internal dia) set in cement mortar including haunching and bed concrete. |
| 32 | Demolition and breaking up drain pipes, 200 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) (internal dia) set in cement mortar including haunching and bed concrete. |
| 33 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes (PVC/SGSW/DWC or any types) of size 100 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested. |
| 34 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes(PVC/SGSW/DWC or any types) of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested. |
| 35 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes(PVC/SGSW/DWC or any types) of size 200 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested. |
| 36 | M&L for salt glazed stone ware drain pipes of 100 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and as directed. |
| 37 | M&L for salt glazed stone ware drain pipes of 150 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and as directed. |
| 38 | M&L for salt glazed stone ware drain pipes of 200 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and as directed. |
| 39 | M&L for Double Wall Corrugated polythylene(DWC Pipes class SN8) confirming to IS-16098:Part 2:2013 Structured wall plastic piping system for non pressure ,drainage and sewerage of 150 mm internal dia laid , jointed and tested with couplers and all other accessories complete all as specified and as directed. |
| 40 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm. |
| 41 | Removing excavated material (soil) n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 42 | Cutting into existing manholes for connecting new drains of 150mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel ( ½ round or 3/4 Section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 43 | Dismantling of cast iron or reinforced concrete drain pipe of 100 mm, jointed in cemented mortar and taking out of trenches or in vertical position all as directed by the Engineer in Charge. |
| 44 | Dismantling of cast iron or reinforced concrete drain pipe of 75 mm, jointed in cemented mortar and taking out of trenches or in vertical position all as directed by the engineer incharge. |
| 45 | S&F 100 mm bore cast iron, sand cast, soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls. |
| 46 | S&F CI Bends (any radius) for 100 mm bore pipe, diminishing pieces or tapers (larger bore measured) and complete. |
| 47 | S&F 75 mm bore cast iron, sand cast, soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls. |
| 48 | S&F CI Bends (any radius) for 75 mm bore pipe, diminishing pieces or tapers (larger bore measured) and complete. |
| 49 | Stack clamps bore of pipe 100 mm out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof. |
| 50 | Stack clamps bore of pipe 75 mm out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof. |
| 51 | S&F 100 mm bore CI vent cowl. |
| 52 | Demolition of cement concrete of any description and in any position not otherwise specfically provided for complete. |
| 53 | M&L for 40 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in floors, finishing cement concrete surface even & smooth with using extra cement. |
| 54 | M&L for 75 mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregate in plinth protection. Concrete shall be laid in alternate bays n.exc 3 m in length finished fair and even including provision of joints of 6 mm wide and 10 mm deep along the wall and bays filled with bitumen mastic (1:3) complete. |
| 55 | M&L 25 mm thick PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) as in sub-base.complete all as specified and directed by Engr-in-Charge. |
| 56 | S&F in repair PVC (SWR) gully traps of size 125/110 mm,setting and jointing with solvent cement and complete. |
| 57 | S&F in repair for PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints laid in trenches or in floors. |
| 58 | S&F in repair for PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints fixed in walls |
| 59 | S&F in repair for PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints laid in trenches or in floors. |
| 60 | S&F in repair for PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints but fixed in walls. |
| 61 | S&F in repair for PVC (SWR), junction single, (Single T) with door 110 mm dia equal or unequal |
| 62 | All as per srl item no 51.00 here in above but75 mm dia |
| 63 | S&F in repair for PVC (SWR) door bends 110 mm dia |
| 64 | -do- but 75 mm dia.. |
| 65 | S&F in repair for PVC (SWR) Cowl 110 mm dia |
| 66 | S&F in repair for Reducer 100 mm dia |
| 67 | S&F in repair for PVC (SWR), 75mm dia of floor trap, with grating including jointing with solvent cement and complete. |
| 68 | S&F in repair for Grating doom 100 mm dia of PTMT (Minimum weight 25 gms) |
| 69 | S&F in repairs waste coupling of size 32 mm PTMT (half or full threaded) (min weight 45 gms). |
| 70 | S&F in repairs, EWC vitreous china wash down water closet pan (pedestal pattern), white, with and including plastic water closet seat cover, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device fixed and connecting flush pipe to pedestal pan including all joint complete all as specified. |
| 71 | S&F in repairs vitreous china squatting pan, ‘Orissa’ pattern, size 580 mm x 440 mm, white with integral foot rests, including PVC 'P' trap, embedded and set in PCC 1:5:10 type E-2, connecting flush pipe to squatt pattern closet including all joints and making good to floor. |
| 72 | S&F in repairs PVC valveless syphonic action 10 litres capacity for low level flushing cistern, white, with inlet, ball valve, float and handle including brackets connection to pipes and complete all as specified. |
| 73 | S&F Vitreous china urinals, Half stall type, white bowl type (back or corner wall type, complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinals to plugs with and including 60 mm long brass screws, pointing around urinal back in cement: fixing automatic flushing cistern with brackets, flush pipe , grating and union for discharge pipe. (excluding , flushing cistern, trap and waste pipe) |
| 74 | Fixing only in repairs vitreous china wash basin, (flat back or angle back type) any size including cutting for and pinning in ends of brackets or erecting stand, including provision of brass chromium plated perforated waste coupling/fittings 32 mm dia with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed and PVC waste pipe of 32mm bore and of suitable length, complete all as specified. |
| 75 | Fixing only in repairs sink made of stainless steel any type kitchen or laboratory with plugs, washers and wastes, including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, complete all as specified. |
| 76 | S&F in repairs 32 to 40mm dia waste pipe, suitable for urinals, wash hand basin, sink and complete all as specified. |
| 77 | S&F in repairs vitreous china wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or erecting stand, brass chromium plated perforated waste coupling/ fittings 32 mm dia with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed and PVC waste pipe of 32mm bore and of suitable length, complete all as specified. |
| 78 | M&L for dismantling floor heart or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises and complete all as specified. |
| 79 | S&F Non skid ceramic tiles white coloured 7 to 8 mm thick area of each tiles exc. 0.06 Sqm but n. exc. 0.11 Sqm, in floor, set and jointed in neat cement slurry & pointed in white or coloured cement to match including 15 mm thick screed bed in CM 1:6. |
| 80 | M&L for coloured glazed ceramic coloured tiles of size 350x 250x 7mm/450x350x7mm thick on walls/vertical surfaces including 10mm thick renderinjg in CM 1:4, all as directed. |
| 81 | M&L for PCC block masonry(type B1 1:2:4 20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed |
| 82 | M&L for Providing and injecting chemicalemulsion for Post Constructiona lAntitermite Treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres per sq.m of the vertical surface of the sub-structure to a depth of 300mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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