Tender For Renovation And Rising Of Damaged Boundary Wall, Ground Levelling Work & Hostel Repairing Work At Tad Girls Ashram Hostel Dhariyawad P.S. Dhariyawad Dist Pratapgarh
Tender Value
18.96 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
37920
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pratapgarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation And Rising Of Damaged Boundary Wall, Ground Levelling Work & Hostel Repairing Work At Tad Girls Ashram Hostel Dhariyawad P.S. Dhariyawad Dist Pratapgarh
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 2 | All kinds of soil |
| 3 | Ordinary rock |
| 4 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 5 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 6 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 7 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 8 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick. |
| 9 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 10 | Same as plaster Qtty |
| 11 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 13 | 180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 15 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in |
| 16 | All kinds of soil |
| 17 | Hostel Repairing workRepair to Plater of thickness 12mm to 20mm in patches of area 2.5 sq meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50m lead with cm 1:4 |
| 18 | Refabricating work with exisiting steel work including cutting, welding & refebrication as per requirement with fixing at site complete as per direction of Engineer in charge |
| 19 | P&F 1st quality standard white grey ivory fuma red and other light shade glazed tiles of ISI marked of size 300mmx200mm in walls floors steps pillars etc laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match. |
| 20 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13755 and IS 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of meat cenent slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing wiht flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category - B Bell, Orient, Thar make etc. |
| 21 | Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally bracked with 25x3mm flat iron above and below lock rail of size 50x50mm beading extra including all fittings, as per direction or Engineer-in- |
| 22 | Supplying and fixing fixed SS wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3 mm suitable screw at not exceeding 150mm distance. |
| 23 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 24 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: |
| 25 | C.P. Brass bib cock,15mm nominal bore. |
| 26 | P&F Looking Mirrors with P.V.C. frame of approved make as per direction of Engineer-in-charge Size 500x400mm |
| 27 | Renewing glass panes, with putty and nails wherever necessary. 4 mm thick plain glass panes |
| 28 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 29 | LED Street Light fixture with Minimum lumen output 11225 lm |
| 30 | Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 31 | 32 mm Dia. |
| 32 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) Swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate, The pole shall be made from steel tube & Pipe (IS:1141, Fe 410) including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry with 32 mm dia. 'B' class GI cable sleeves complete as required. of following height & designation. ( See Table P - 02 for specs. ) All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR. |
| 33 | 7.5 Mtr. ( 410 SP - 5 ) |
| 34 | Add for supply and fixing of Pole OEM fabricated Galvanized Overhang of following size over the existing poles. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR. |
| 35 | 88.9 mm OD x 3.25 mm thickness |
| 36 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 37 | 10.0 Sq. mm 4.0 core |
| 38 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 39 | 110 mm dia |
| 40 | 160 mm dia |
| 41 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 42 | Coppler |
| 43 | 110 mm dia |
| 44 | 160 mm dia |
| 45 | Plain Tee |
| 46 | 110 mm dia |
| 47 | Door Tee |
| 48 | 110 mm dia |
| 49 | Door Y |
| 50 | 110 mm dia |
| 51 | Bend 87.5 |
| 52 | 110 mm dia |
| 53 | 160 mm dia |
| 54 | Pipe Clip |
| 55 | 110 mm dia |
| 56 | Gully trap |
| 57 | 110 mm dia |
| 58 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). |
| 59 | 15 mm dia nominal bore B class |
| 60 | 25 mm dia nominal bore B class Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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