Tender For Special Repair Work Of Residential Building At New Campus Mlsu, Rate Contract
Tender Value
9.50 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
7 days left
EMD
19000
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udaipur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Work Of Residential Building At New Campus Mlsu, Rate Contract
BOQ
| Sl. No. | Item Description |
| 1 | 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-incharge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1:4:8 or leaner mix |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.d in cement mortar. |
| 4 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:In cement mortar. |
| 5 | Dismantling door, windows and clearstory windows steel or wood shutter incl. Chowkhats and hold fast etc.complete and stacking within 50 mtr. lead Of area 3 square meter and below. |
| 6 | ---do---- lead of area exceeding 3 sqm. |
| 7 | Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead for thickness of tiles 10mm to 25mm. |
| 8 | Dismantling stone slab/terrazzo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 mtr. Lead. |
| 9 | Dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 mtr. lead of G.I. sheet. |
| 10 | Dismantling old plaster or skirting racking out joints and cleaning the surface for plaster incl.disposal of rubbish to the dumping ground within 50 mtr.lead. |
| 11 | Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm |
| 12 | ---do--- 5.5mm thick plain glass panes. |
| 13 | Renewing glass panes, with wooden fillets wherever necessary 4mm thick plain glass panes. |
| 14 | Renewing glass panes, with wooden fillets wherever necessary 5.5mm thick plain glass panes. |
| 15 | Labour charges for removing and refixing aluminium partions/door including minor repair and alteration in the same. |
| 16 | Repair to stone masonry in cement sand mortar 1:6 with old and new stone. |
| 17 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres 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 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 18 | Repair of existing steel glazed doors, windows and ventilator, MS sheet door, garage doors, compound wall gates etc. by welding drilling complete include Cost of welding rods and hire charge of welding machine and TP etc. complete. |
| 19 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layers by ramming and watering including lead up to 50 mtr. and with all lift. |
| 21 | Cement sand mortar 1:6 (1 cement: 6 sand) |
| 22 | 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 using crusher broken aggregate M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size). |
| 23 | ---do--- M-10 grade Nominal mix (with graded stone aggregate 20mm nominal size) |
| 24 | ---do--- 1:5:10 (1 cement: 5 coars sand: 10 graded stone aggregate 40mm nominal size) |
| 25 | 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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 26 | .....do.........M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 27 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 28 | 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) |
| 29 | Half brick masonry in foundation & plinth using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 30 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 31 | Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in :Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 32 | 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). |
| 33 | 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). |
| 34 | Supplying and fixing in walls machine cut and polished stoneshelves, tands and in CM 1:3 with machine cut edges :Sand or other approved stone 50mm thick.. |
| 35 | ...do...... Kota stone 30mm thick. |
| 36 | Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 up to 15 cm thick. |
| 37 | Providing and fixing stone slabs table rubbed, 15-18 mm thick in Walls, Steps, Pillars, Counters, Jambs, Shelves, Sills etc. laid on 12mm (Av.) thick base of CM 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Rajnagar 1st quality/Ageria with light spots.Above 3601 Cm2 Slabs |
| 38 | ...............do.................Keseriaji/ Abu Ambaji (Green Marble) Above 3601 Cm2 Slabs |
| 39 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Jhunjhunu / Jalore Red/Choclate/Black/Pink Colour) Above 3601 Cm2 Slabs |
| 40 | Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Marble work Full Edge moulding |
| 41 | ..................do.................Granite/Kota Stone Work Full Edge moulding |
| 42 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanit counters and similar location in marble/stone work including necessary holes for pillars taps etc including rubbing and polishing of cut edge etc. complete. |
| 43 | Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, ralthal, stone kharanja, lime terracing 90mm average thickness (as per JAIPUR PRACTICE ) with ceiling pointing in cement sand mortar 1:3 complete as per specification for span above 2.50 mtr. And up to 3.0 mtr. for first floor. |
| 44 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 45 | Providing and laying brick kharanja on roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 75mm to 100mm thick average |
| 46 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Dark shade using ordinary cement.. |
| 47 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm |
| 48 | Grinding of existing floor with 60, 80, 120 and 360 No. Carborundum stone including costof wax polishing complete |
| 49 | Add extra for mirror polishing on existing marble work/ Kota stone flooring work where ever required to give high gloss finish complete. |
| 50 | Random rubble dry stone kharanja under floor. |
| 51 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 25 mm thick. |
| 52 | --do-- 20 mm thick. |
| 53 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 25 mm thick. |
| 54 | -------do------- 20mm thick. |
| 55 | Finishing with neat cement (punning). |
| 56 | Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design |
| 57 | 6mm cement plaster to ceiling of mix 1:3 (1 cement:3 fine sand) |
| 58 | Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement |
| 59 | Pointing on stone masonry in cement sand mortar 1:3 (1 cement:3 sand) raised and cut pointing. |
| 60 | Pointing on stone slab ceiling with cement mortar 1:3 (1 cement: 3 sand) Flush / Ruled/ Struck or weathered pointing. |
| 61 | Making holes in stone masonary wall upto 450mmx450mm size and making good in CM 1:6 |
| 62 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) painting two coats of coal tar to sides of chaukhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead. Door chowkhats |
| 63 | P/L damp proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of waterproof compound incl. Two coats of hot blown bitumen (2Kg/Sqm.) complete as per specification with glass strip 3mm thick at a distance of 1m interval 75mm thick. |
| 64 | ---do--- 50mm thick. |
| 65 | P/F Ist quality standard White, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles of ISI marked (IS:13753) of size 200mmx300mm 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 the shade of tile complete (excluding the cost of cement plaster on walls & pillar) |
| 66 | Extra for using size above 200x300mm in glazed tiles . |
| 67 | P/F Ist quality MAT finished ceramic tiles 300x300mm confirming to IS:13753 colour such as white, grey, ivory fume red brown, in walls, floors, steps, pillars etc. laid on a bed on neat cement slurry including nicely finished joints using waterproof joint filler powder and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) |
| 68 | Extra for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size. |
| 69 | P/F Ist quality Vitrified Porcelain Polished tiles on floor skirting and steps etc. in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08% and confirming to IS:15622 of approved make in all colour and shade, laid with 20mm thick C.M. 1:4 including grouting the joints white cement and matching pigment etc. complete size 600mmx600mm |
| 70 | Providing and fixing 1st quality MAT & GLOSSY finished ceramic tile confirming 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 neat cement slurry finished with flush pointing in thewhite cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).Size 600mm x 600mm |
| 71 | Add extra for Fixing glazed/ceramic/vitrified tiles with cement based high polymer modified quick set tile adhesive (water based) confirming to IS 15477, using 5 kg. adhesive per sqm of tile area, in average 3mm thickness complete. |
| 72 | Carriageof earth including loading, unloading etc. lead upto 5.0 Km. |
| 73 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade two or ore coats on new work including preparation of base with primer, putty, lippy complete in all respect. |
| 74 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 75 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.1.00 mm thick with zinc coating not less than 275 gm/m |
| 76 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated „J‟ or „L‟ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 3.0mm thick (Wt. 5.0 Kg./Mtr. Sq.) |
| 77 | Add extra for corrugated fiber glass sheet as per asbestos cement profile/ steel profile for 3.00 mm thick. |
| 78 | Repair to damaged RCC slabs, beams and columns etc for strengtheing with cement mortar 1 : 3 in following steps i) Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried. ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix (as per manufectured's specification) on concrete and steel bars with brush. iv)Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day. v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete. vi) Cure the plastered surface for 15 days |
| 79 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 mtr and lift up to 1.5 mtr All kinds of soil |
| 80 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excludingthe cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments,posts and struts etc. M20 grade Nominal Mix / Design Mix |
| 81 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 82 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 83 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 84 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 85 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc (A) Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 86 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 87 | Structural steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 mtr. height in R.S. joist/ flats, tees, angles and channels. |
| 88 | P/F. T-Iron frames for doors, windows and ventilators of mild steel tee sections, joints mitered and welded with 15x3 mm lugs, 10cm long embedded in cement concrete blocks 15x10x10cm, of 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 89 | P/F 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. |
| 90 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 91 | P/F M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitability diagonally braced with 25x3 mm flat iron of above and below lock rail of size 50x5mm beading extra including all fittings as per direction Engg. Incharge but excluding cost of chowkhats including two coats of anticorrosive red oxide primer paint M.S. sheet 18 S.W.G. |
| 92 | P/F steel glazed doors, windows and ventilators shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3 mm. 10cm long embedded in cement concrete block 15x10x10cm of 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs & screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with copper glazing clip and special metal sash putty of approved make or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hings of pivots, steel handles, peg stay etc. as required Windows side hung /Ventilators top or centre hung (openable) |
| 93 | ............do............Windows fixed |
| 94 | P/F square bars or other flat welded to window ventilators etc. |
| 95 | Supplying & fixing door, window chowkhats and other frames, including antitermite treatment, M.S. flat, holdfasts of size 250x40x3mm fixed with M.S. bolt 5mm dia 50mm long embedded in cement concrete M-15 grade. Sal wood grade –I |
| 96 | P/F fully paneled Double leaf shutter for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure “A” and width of styles & top rails of 100mm and lock rails width of 150 mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12 mm size on both faces complete35 mm thick Nigeria wood grade I |
| 97 | S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. |
| 98 | Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge |
| 99 | Providing and fixing to existing door frames.30mm thick factory made solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC „C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the „C Channel using PVC solvent adhesive etc.complete as per direction of Engineer-in-charge, manufacture‟s specification & drawing.(For W.C.and bathroom door shutter). |
| 100 | Providing and injection chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III 1971 as amended from time to time and creating a continuous chemical barrier under and around the column pits wall trenches basement excavation top surface of plinth filling junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (plinth floor area only shall be measured for payment) |
| 101 | Providing and laying water proofing treatment in sunken portion of WCs bathroom etc. by applying polymer modified cementous slurry consisting of appearing. (I) First layer of slurry of ement @ 0.448 kg/sqm mixed with polymer @ 0.253 kg/sqm This layer will be allowed to air cure for 4 hours. (II) Second layer of slurry of cement @ .242 kg/sqm mixed with polymer @ 0.126 kg/sqm This layer will be be allowed to air cure for 4 hours followed by water curing for 48 hours. The rates includes preparation of surface treatment & sealing of all joints corners, junction with polymer mixed slurry. |
| 102 | Add GST (18%) on Total Construction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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