Tender For Rendering Day-To-Day Maintenance Of Water Supply, Drainage, Civil Repair And Sanitary Installations Of Bsnl Buildings And Staff Quarters Under The Jurisdiction Of Bsnl Civil Sub-Division, Jodhpur, In Jodhpur City For A Period Of Six Months
Tender Value
5.67 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
6 days left
EMD
11351
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rendering Day-To-Day Maintenance Of Water Supply, Drainage, Civil Repair And Sanitary Installations Of Bsnl Buildings And Staff Quarters Under The Jurisdiction Of Bsnl Civil Sub-Division, Jodhpur, In Jodhpur City For A Period Of Six Months (2026-27)
BOQ
| Sl. No. | Item Description |
| 1 | Engaging plumber (Av) for attending all day to day maintenance complaints of plumbing & sanitary items / water supply installations etc complete excluding the cost of materials but including cost of washers, nails, clamps, screws , M-seal, taplon, drill machine, bit etc. and all lead & lift etc. complete as per direction of Engineer-in-Charge. The material required for maintenance shall be arranged at site by the agency and will be paid separately. For the purpose of attending day to day complaints, one plumber should be available daily and one log book has to be maintained by the staff of contractor duly verified by SDO/JTO(Civil) on daily basis as a proof of attending complaints. (One job will be defined / consists execution of all above items for all required / working days (8 hours) in a month). Cost of all T&P like washers, nails, clamps, screws, M-seal, taplon, drill machine, bit, ladder etc. including 0.50 HP Electric motor for developing water pressure to clean chowakage in GI pipe line if required etc. for attending the work, shall be arranged by the contractor and nothing extra shall be paid separately.The material required for attending the complaints shall be arranged by the contractor at site and paid under sub head of \\"supply of material \\" of the agreement.. |
| 2 | Engaging helper /beldar for attending day to day maintenance jobs.(One job will be defined /consists execution of all items for the working days as well as on holidays (8 hours in a day) as when required in a month) & for plumbing job and for other misscellaneous works such as cleaning roof, cutting bushes, grass etc. including the total cost of ladder, tagari, phawra etc. for all jobs. |
| 3 | Attending day to day complaint of chocking / blocking of drainage and sewerage items such open drain, nahani trap, gully trap, and manholes out/ inside the quarters/ building complete as per direction of engineer-in-charge i/c required Acid, bamboo, cleaning rod, ladder, rope etc, will be provided by the agencey.(One job will be defined /consists execution of all items for the working days as well as on holidays for 8 hours in a day as when required in a month) |
| 4 | SUPPLY OF MATERIAL |
| 5 | BRACKET - C. I. |
| 6 | For wash basin and sinks. |
| 7 | Brass Bib cock. |
| 8 | 15 mm dia. |
| 9 | Brass stop cock. |
| 10 | 15 mm dia |
| 11 | PTMT BIB COCK 15 MM |
| 12 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms |
| 13 | PTMT Stop COCK 15 MM dia (male thread) |
| 14 | PTMT PILLAR COCK 15 MM |
| 15 | PTMT Ball Cock 15 mm complete with Epoxy Coated Aluminium Rod & H.D. Ball |
| 16 | PTMT Swiveling shower 15 mm |
| 17 | PTMT WASTE COUPLING 31 mm of 79mm length and 62 mm breadth weighing not less than 45 gms |
| 18 | PTMT - Urinal Spreader 15 mm |
| 19 | P.T.M.T. Urinal cock 15 mm dia |
| 20 | G.I. UNIONS. |
| 21 | a) 15 mm nominal bore. |
| 22 | b) 20 mm nominal bore |
| 23 | c) 25 mm nominal bore |
| 24 | d) 40 mm nominal bore |
| 25 | c) 50 mm nominal bore |
| 26 | C.P. brass angle valve for basin and gyser points |
| 27 | WASH BASIN. |
| 28 | Flat back wash basin (Vitreous China) |
| 29 | a) 550 x 400 mm. |
| 30 | Mirror with white plastic moulded frame. |
| 31 | a) Rectangular shape 453 x 357 mm (Outer dimention) |
| 32 | P.V.C. waste pipe semi rigid type for sink and wash basin including PVC waste fittings. |
| 33 | a) 32 mm dia length not less than 700 mm. |
| 34 | FLUSHING CISTERN |
| 35 | a) PVC 10 litres capacity (low level) - (white ) (with fittings, accessories and flush pipe complete ) |
| 36 | Vitreous china half stall urinal of size 580x380x350 mm with steel hooks. |
| 37 | Unplasticised PVC connection pipe with brass union |
| 38 | (a) 45 cm long, 15mm bore |
| 39 | Polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement |
| 40 | Providing sanitary fitting |
| 41 | a) Plastic seat cover for european W.C. |
| 42 | b) C.P. brass waste 32 mm |
| 43 | c)Orrisa pattern W.C. of size 580x440mm |
| 44 | Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A |
| 45 | a) 110mm diameter |
| 46 | b) 75mm diameter |
| 47 | Polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement |
| 48 | Single tee with door |
| 49 | 75x75x75 mm |
| 50 | 110x110x110 mm |
| 51 | Single tee without door |
| 52 | 75x75x75 mm |
| 53 | 110x110x110 mm |
| 54 | Bend 87.5° |
| 55 | 75 mm bend |
| 56 | 110 mm bend |
| 57 | UPVC plain shoe |
| 58 | a) 110mm diameter |
| 59 | b) 75mm diameter |
| 60 | UPVC pipe clip |
| 61 | a) 110mm diameter |
| 62 | b) 75mm diameter |
| 63 | Providing a Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 64 | a) Kitchen sink without drain board of size 610x510 mm bowl depth 200 mm with all accessories. |
| 65 | B) Kitchen sink C.I. brackets |
| 66 | 8 mm dia C.P. Brass/ S.S. Jet with flexible tube upto 1 metre long with S.S. tringular plate for Eureopean type W.C. |
| 67 | C.P.V.C. Pipes. |
| 68 | a) 20 mm dia.outer dia. Pipes. |
| 69 | b) 25 mm dia outer dia. Pipes. |
| 70 | c) 40 mm nominal outer dia. Pipes. |
| 71 | d) 50 mm nominal outer dia. Pipes. |
| 72 | e) 62.50 mm nominal inner dia. Pipes. |
| 73 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 74 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 75 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 76 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 77 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 78 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 79 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 80 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 81 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 82 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc. complete. |
| 83 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing the joints with white cement mixed with pigment of matching shade complete. |
| 84 | 12 mm cement plaster of mix : |
| 85 | 1:6 (1 cement: 6 coarse sand) |
| 86 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 87 | 1:6 (1 cement: 6 coarse sand) |
| 88 | 20 mm cement plaster of mix : |
| 89 | 1:4 (1 cement: 4 coarse sand) |
| 90 | 6 mm cement plaster of mix : |
| 91 | 1:3 (1 cement: 3 fine sand) |
| 92 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge. |
| 93 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 94 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 95 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 96 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 97 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 98 | 25 mm average thickness |
| 99 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 100 | 25 mm average thickness in 2 layers. |
| 101 | Credit to the department for unserviceable scrapped angle iron , flates, wires, pipes etc. |
| 102 | Credit of brass Bib cock /stop cock/ half turn valve / wheel valve of 15 mm size. |
| 103 | Credit of brass Bib cock /stop cock/ half turn valve/ wheel valveof 20 mm size. |
| 104 | Credit of brass Bib cock /stop cock/ half turn valve/ wheel valve of 25 mm size. |
| 105 | Credit of pillar cock of 15 mm size. |
| 106 | Credit of brass items of any size and any type such as wheel valve / pillar cock body/ spindals etc. |
| 107 | G.I. pipe. |
| 108 | 15 mm |
| 109 | 20 mm |
| 110 | 25 mm |
| 111 | 40 mm |
| 112 | 50 mm |
| 113 | Credit of G.I. items of any size and any type such as pipe/ sheet or other materials etc. |
| 114 | Credit of Water storage PVC tank with or without covers. |
| 115 | Credit of P.V.C. Bib cock/ Pillar cock /stop cock/ball cock etc. 15 mm size. |
| 116 | Credit of P.V.C. flushing Cistern up to 10.00 Litre capacity. |
| 117 | S.C.I. pipe. |
| 118 | 75 mm |
| 119 | 100 mm |
| 120 | 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 de-silting of manholes and de-chocking of sewer lines. De-chocking 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:- Full day count as one job as per the One site requirement) |
| 121 | STAINLESS STEEL GRATING. |
| 122 | a) 100 mm dia. |
| 123 | G.I. ELBOWS. |
| 124 | a) 15 mm dia. |
| 125 | b) 20 mm nominal bore. |
| 126 | G.I. REDUCERS |
| 127 | a) 25 mm to 20 mm or 15 mm dia. |
| 128 | G.I.NIPPLES 15 mm dia |
| 129 | a) 50mm long |
| 130 | b)100 mm long |
| 131 | c)150 mm long |
| 132 | d) 200 mm long |
| 133 | e) 225 mm long |
| 134 | G.I.NIPPLES 20 mm dia |
| 135 | a) 50mm long |
| 136 | b)100 mm long |
| 137 | c)150 mm long |
| 138 | G.I.socket |
| 139 | a) 15 mm nominal bore. |
| 140 | b) 20 mm nominal bore. |
| 141 | c) 25 mm nominal bore. |
| 142 | C.P.V.C. ELBOWS. |
| 143 | a) 20 mm dia. |
| 144 | b) 25 mm dia. |
| 145 | c) 40 mm dia. |
| 146 | c) 50 mm dia. |
| 147 | C.P.V.C. Tee |
| 148 | a) 20 mm dia. |
| 149 | b) 25 mm dia. |
| 150 | c) 40 mm dia. |
| 151 | d) 50 mm dia. |
| 152 | C.P.V. C. UNIONS. |
| 153 | a) 20 mm nominal bore. |
| 154 | b) 25 mm nominal bore. |
| 155 | b) 40 mm nominal bore. |
| 156 | c) 50 mm nominal outer dia. Pipes. |
| 157 | d) 62.50 mm nominal inner dia. Pipes. |
| 158 | C.P.V.C. Socket |
| 159 | a) 20 mm nominal bore. |
| 160 | b) 25 mm nominal bore. |
| 161 | c) 40 mm dia. |
| 162 | d) 50 mm dia. |
| 163 | C.P.V.C. FBT / MTA |
| 164 | a) 20 mm dia. |
| 165 | b) 25 mm dia |
| 166 | c) 40 mm nominal outer dia. Pipes. |
| 167 | c) 50 mm nominal outer dia. Pipes. |
| 168 | d) 62.50 mm nominal inner dia. Pipes. |
| 169 | C.P.V.C. Gate wall |
| 170 | a) 20 mm nominal bore. |
| 171 | b) 25 mm nominal bore. |
| 172 | C.P.V.C. Over head tank connection |
| 173 | a) 20 mm nominal bore. |
| 174 | b) 25 mm nominal bore. |
| 175 | c) 40 mm nominal bore. |
| 176 | Brass Handle Valve (lever-handle) of ISI marked of good quality. |
| 177 | a) 15 mm nominal bore. |
| 178 | a) 20 mm nominal bore. |
| 179 | b) 25 mm nominal bore. |
| 180 | c) 40 mm nominal bore. |
| 181 | C.P.brass pillar tap (of Wt.>650 gms.) |
| 182 | (a) 15mm dia. |
| 183 | Brass health faucet with 1.00 meter hose pipe of approved brand. |
| 184 | (a) Brass health faucet of 15mm dia. |
| 185 | 1.00 meter hose pipe for brass health faucet with wall hook if required. |
| 186 | Supply of PVC overhead tanks cover of any size of approved manufacture and as per requirment of specification etc. |
| 187 | Brass Spindle for Mixer/Angle valve/Bibcock/ stop cock/ Pillar Taps.-(a) 15 mm nominal bore. |
| 188 | X Nipple (a) 15 mm nominal dia |
| 189 | PVC flush bend pipe of required size |
| 190 | Flushing cistern Handle/ Knob |
| 191 | Cistern kit for flushing i/c handle |
| 192 | 100 mm to 75 mm floor PVC trap |
| 193 | Supplying of 150 mm dia PVC pipe of ISI best quality as per direction of E/C. |
| 194 | Supplying of Kota stone of size 0.60 x 0.75 metre of 25 to 30 mm thick for manhole cover at site etc. all complete as per direction of engineer-in-charge. |
| 195 | Providing and laying manhine cut sand stone patty thickness of 40 mm to 50mm on sewer chamber and levelling all complete as per direction of engineer-in-charge. |
| 196 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond municipal area of any lead, for all leads including all lifts involved. (Note:- Quantity shall be measured in tractor trolleys, each having a net capacity of not less than 1.70 Cum.) |
| 197 | Supplying of epoxy bonding agent like PIDICRETE URP of Dr. FIXIT or ROFF brands of PIDILITE or STP or equivalent material as a bonding agent at site as per direction of Engineer - in - Incharge. |
| 198 | Supplying of Asian Smart Care crack seal / Dr. Fixit Crack seal putty or equivalent product at site to repair crackes in masonary/ plaster/ terrace plaster in external and internal plastered surface of buildings. The mix can be applied at plaster consistency and as per manufacturer ' s & specifications and as per direction of Engineer - in - Incharge. |
| 199 | Providing and applying Asian Paints SmartCare Damp Proof / Pidilite brand or equivalent material for stopping roof leakage with the following procedure, in the presence of the site in-charge:(i) Clean and wash the surface thoroughly.(ii) Fill cracks with Asian SmartCare Crack Seal / Dr. Fixit Crack Seal Putty.(iii) Apply the first coat of Damp Proof with 33% water dilution.(iv) Apply the second coat of Damp Proof without dilution, using Joint/Roof Tape.(v) Apply the third coat of Damp Proof without dilution.The drying time between each coat shall be 4 hours.All works shall be completed as per the direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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