Educational and Research Institute Boards / Undertakings / PSU Closing in 0 days TDR #37343969

Tender For Special Repair Work At U. C. S., Mlsu

Issued by Boards / Undertakings / PSU · udaipur, Rajasthan
Tender Value
90 Lakhs
Estimated cost
Bid Submission
29 Apr 2023
0 days left
EMD
1.80 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
udaipur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Special Repair Work At U. C. S., Mlsu

BOQ

Name of Work:Special Repair work atU.C.S, MLSU
Sl. No. Item Description
1Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceablematerial within 50 metres lead as per direction of Engineer-incharge.
2Demolishing 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
3Demolishing brick work manually/ by mechanical meansincluding stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per directionof Engineer-in-charge.d in cement mortar.
4Demolishing 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.
5Dismantling 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.
7Dismantling steel work in single sections including dismembering and stacking within 50 mtr. lead in R.S. joists.
8Dismantling steel work manually/ by mechanical means inbuilt up sections without dismembering and stacking within 50metres lead as per direction of Engineer-in-charge.
9Dismantling 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.
10Dismantling stone slab/terrazzo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 mtr. Lead.
11Dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 mtr. lead of G.I. sheet.
12Dismantling GI pipes (external work) including excavation and refilling trenches after taking out the pipes and including stacking of pies within 50 mtr. lead 15mm to 40mm nominal bore.
13---do--- above 40mm nominal bore.
14Dismantling 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.
15Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm
16---do--- 5.5mm thick plain glass panes.
17Renewing glass panes, with wooden fillets wherever necessary 4mm thick plain glass panes.
18Renewing glass panes, with wooden fillets wherever necessary 5.5mm thick plain glass panes.
19Labour charges for removing and refixing aluminium partions/door including minor repair and alteration in the same.
20Repair to stone masonry in cement sand mortar 1:6 with old and new stone.
21Repairs 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)
22Patch repair to cement concrete floor incld. digging out old floor in regular shape and removal of rubbish curing etc.Complete in all respect.
23Labour charges for repair to door/ window without using any material such as applying randha (finishing) tightening of bolts & screw etc.
24Repair of rolling shutter with replacement of shutter spring incl. removal of old spring in the existing rolling shutter incld. Cost of new spring.
25Repair of rolling shutter with using any material such as bend repair, tightening of spring, bolt and screw etc. complete.
26Repair 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.
27Earth 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 ofsurplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
28Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :Ordinary rock
29......do......Hard rock (requiring blasting) useful material 30%
30Filling 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.
31Cement sand mortar 1:6 (1 cement: 6 sand)
32Providing 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).
33---do--- M-10 grade Nominal mix (with graded stone aggregate 20mm nominal size)
34---do--- 1:5:10 (1 cement: 5 coars sand: 10 graded stone aggregate 40mm nominal size)
35Providing 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 orlacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor fivelevel 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).
36.....do.........M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
37Brick 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)
38Brick 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)
39Add extra for Square or Rectangular Pillars in Superstructrebrick work up to five storey Upto 45 cm length and all sides are free
40Half brick masonry in foundation & plinth using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand)
41Half 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)
42Brick 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)
43Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CMthick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).
44Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand).
45Add extra for Random Rubble stone masonry with hard stonein Wall upto 30cm. and less thickness
46Supplying 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..
47...do...... Kota stone 30mm thick.
48Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 up to 15 cm thick.
49Providing 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 coarsesand) jointing with white cement mortar 1:2 (1white cement :2 marble dust) with pigment to match the shade of the marbleslab including grinding, rubbing and polishing complete.Rajnagar 1st quality/Ageria with light spots.Above 3601 Cm2 Slabs
50...............do.................Keseriaji/ Abu Ambaji (Green Marble) Above 3601 Cm2 Slabs
51Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, SillsCounters, 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 includinggrinding, rubbing and polishingomplete.South (Red) Above 3601 Cm2 Slabs
52Extra 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 perdesign approved by Engineer-in-Charge.Marble work Full Edge moulding
53..................do.................Granite/Kota Stone Work Full Edge moulding
54Extra 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.
55Stone 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.
56Providing 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 :
57Providing 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
58Providing 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 55 mm to 60 mm thick average.
59Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etccomplete but excluding the cost of nosing of steps etc. complete.75mm thick with 20mm thick nominal size aggregate.
60..........do............40mm thick with 20mm thick nominal size aggregate.
61Precast terrazo tiles of approved make 20mmthick with marble chips of size up to 6mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 30mm thick bed of cement sand mortar 1:4 Dark shade using ordinary cement.
62Chequerred 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 cementmortar 1:4 (1 cement : 4 coarse sand) Dark shade using ordinary cement..
63Add extra for chequered coloured plain cement concrete or specially manufactured non-slipping 9-12 mm ironite topping tiles of approved make 20mm thick.
64Kota 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
65Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete For area of each slab from 2001 to 5000 Sqcm
66Grinding of existing floor with 60, 80, 120 and 360 No. Carborundum stone including costof wax polishing complete
67Add extra for mirror polishing on existing marble work/ Kotastone flooring work where ever required to give high glossfinish complete.
68Add extra for mirror polishing on existing marble work/ Kota stone flooring work where ever required to give high glossfinish complete
69Random rubble dry stone kharanja under floor.
70Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 25 mm thick.
71--do-- 20 mm thick.
72--do-- 12 mm thick.
73Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 25 mm thick.
74-------do------- 20mm thick.
75Finishing with neat cement (punning).
76Making grooves as per design in plaster 10mm to 20mm wide.
77Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design
786mm cement plaster to ceiling of mix 1:3 (1 cement:3 fine sand)
79Rough 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 plasterin 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
80Pointing on stone masonry in cement sand mortar 1:3 (1 cement:3 sand) raised and cut pointing.
81Pointing on stone slab ceiling with cement mortar 1:3 (1 cement: 3 sand) Flush / Ruled/ Struck or weathered pointing.
82Making holes in stone masonary wall upto 450mmx450mm size and making good in CM 1:6
83Fixing 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 rubbishto the dumping ground within 50 metres lead. Door chowkhats
84P/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.
85---do--- 50mm thick.
86P/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)
87Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown,light green, light blue and other light shades in glazed tiles and MAT finished tiles.
88Extra for using size above 200x300mm in glazed tiles .
89P&F 75mm widen decorative order in different shades and in all colours for glazed tiles.
90P&F Motive pieces all colours for glazed tiles laid over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. size 200x300mm
91P/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)
92Extra for using400mm x 400mm MAT finished tiles in place of300mm x 300mm size.
93Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in MAT finished tiles.
94P/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
95...................do.......... size 800mmx800mm
96Add 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.
97Carriageof earth including loading, unloading etc. lead upto 5.0 Km.
98Providing Solid PVC false Ceiling consisting of 600mm x 600mm, 5mm (±0.25) thick Plain embossed PVC sheet of Density 600 Kg /Cbm Manufactured by an ISO-9001-2015 certified Company, used as panel insert in a frame work made using powder coated aluminum T- section of sizes 1” x1”(25x25mm, 19 gauge or 1mm thick ) in square pattern of grid sizes of 2?x2?( 600x600mm ). The aluminum framework is supported from the ceiling with the help of \"J\" hook and G.I. wire / 6mm M.S. rods of required sizes to maintain proper level etc. The aluminum framework is supported on side wall with the use of aluminum L-section of size 1”x1” ( 25x25mm ) angles etc. Complete as per direction of Engineer-In-charge,manufacturer?s specification & drawing.
99Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095- Part I at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm longG.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board withrecommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.
100Providing and applying white cement based putty overplastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats)
101Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New Work
102Wall 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.
103.......do....... old work (One or more coat)
104Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
105.....do......One or more coats on old work
106Applying one coat of Cement primer of approved brand and manufacture on wall surface including all scaffolding
107Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:New work (Two or more coats applied @ 3.84 kg/10 sqm).
108--do--- old work (one or more coats).
109Painting (two or more coats) on rain water soil, waste and vent pipes and fitting with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer on new work 100 mm dia pipes
110Painting (one or more coats) on rain water soil,waste and vent pipes and fitting with blackanticorrosive bitumastic paint of approved brand and manufacture on old work
111Providing 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
112Providing ridges or hips of width 600mm overall with plain GI sheet fixed with GI or J or L-hooks bolts and nuts 8mm dia GI limpet and bitumen washers complete 0.63mm thick with zinc coating not less than 275
113Providing & 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 ofpurlins, 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 uniformpigmentation 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. 3.3 Kg./Mtr. Sq.)
114Add extra for corrugated fiber glass sheet as per asbestos cement profile/ steel profile for 3.00 mm thick.
115L/C for fixing of GI/AC sheet include, Cutting jhiri and repair, cutting of sheet, fixing of sheet with J or L hook and bitumen washer as per direction of Engineer Incharge.
116Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening whereverrequired complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall beapproved by Engineerin- charge).
117Repair to damaged RCC slabs, beams and columns etc for strengtheing with cement mortar 1 : 3 in following stepsi) 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
118Surfacedressing of the ground including removing vegetation and inequalities not exceeding 15 cm deepand disposal of rubbish lead up to 50 mtr and lift up to 1.5 mtr All kinds of soil
119Providing 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 makinggood the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
120Providing 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) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
121Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering incement 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
122Centering 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.
123Centering & 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.
124---do---- columns, pillars, posts and struts etc.
125Providing 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 toIS:1786) Thermo-mechanically Treated bars (Conforming of relevent IScode)
12640mm thick marble chips flooring rubbed and polished to granolithic finish under layer 34mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) including fixing of dividing strips (excluding the cost of strips) and top layer 6mm thick with marble chips of approved colour and 1mm to 4mm nominal size laid in cement marble chips mix of 4:7 ( 4 cement : 7 marble chips) by volume including cement slurry etc. complete Light shade pigment with white cement.
127Marble chips skirting/dado rubbed and polished to granolithic finish 6mm thick with white marble chips and approved colour and size from smallest to 4mm nominal size laid in cement marble chips mix of 4:7 ( 4 cement : 7 marble chips) by volume including fixing of dividing strips (excluding the cost of strips)18mm thick with under layer of 12mm thick cement plaster 1:3 (1 cement: 3 coarse sand) Light shade pigment with white cement
12825mm thick fine dressed and machine grinded surface stone flooring over 20mm (Av.) thick base in cement in CM 1:6 with joints finished flush with Red sand stone.(Karauli stone)
129Providing and Laying 80 mm thick cement concrete blocks of M-40 Grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concretemix. Manufactured with steel moulds(Milled and manufactured in CSI diamond or CSI Nitro process foraccuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the helpofmultiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured incontrolled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing W.B.M.base, as per IS15658:2006 and all materials shall conform to MoRTH Specification Clause 602.
130Structural 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.
131Structural 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.
132Steel work in built up tubular trusses including cutting cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete above plinth level up to 4.5 mtr. height. Hot finished welded type tubes.
133P/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.
134S/F in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
135P&F cow catcher made of R.S. joist angles channels MS round including cutting welding and fabrication with priming coat of red oxide (as per design).
136P/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.
137Extra if square,rectangular hollow tubelar sections are used orgrill made by flats only
138Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of Tiron40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification includingapplying a priming coat of approved steel primer. (To be measured and paid as per outer dimension).
139P&F 1mm thick M.S. sheet garrage door shutters with frame of 40x40x6mm angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer (Excluding cost of frames.) using M.S. Angles 40x40x6mm for diagonal braces.
140S&F rolling shutters of approved make, made of 80x1.25 mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design. (Clear openable area to be measured for payment.)
141Add extra for rolling shutter for providing mechanical device chain and crank operation for operating rolling shutters exceeding 10.00 Sqm. and upto 16.80 Sqm in the area.
142Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure \"A\" : 35mm thick Decorative teak veneer both side
143P/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.
144---do—double leaf door shutter
145P/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)
146............do............Windows fixed
147---do--- Doors.
148Add extra for 5mm thick plain glass instead of 4mm thick plain glass.
149S/F fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3 mm with suitable screw at not exceeding 150 mm distance.
150P/F square bars or other flat welded to window ventilators etc.
151P&F welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, screws, clips etc. complete (excluding frame work ) of size welded mesh Welded mesh 25 mmx 25 mm x 2.1 mm
152180 cm high fencing with angle iron post 55x55x6mm placed at every 3 Mtr. Apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60 cm) corner and every tenth post to be strutted with 55x55x6mm angle iron provide with 6 horizontal lines and two diagonal of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete.
153Extra for using galvanized barbed wire instead of black barbed wire.
154S/F of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30 cm in ground embedded in cement concrete 1:3:6 ( 30x30x45 cm) corner and every tenth post to be strutted with (50x50x6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size 50mmx50mmx3.15mm
155P& F 1st quality Heavy Duty Vitrified Double Charged tiles on floor, skirting and steps etc.in different sizes (thicknessminimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.size 600 mm X 600mm
156Supplying & 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
157__do___ Nigeria teak wood Grade - I.
158Supplying and fixing wood work in frames of wall panelling, false ceiling partition wall etc. as per approved design and drawing including antitermite treatment. Hollock wood Grade - I.
15930mm thick factory made solid both side Pre laminated 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 15x15mm 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 75mm shall be flat and 20mm shall be tapered 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).
160Providing 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 with19x19mm 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 directionof Engineer-in-Charge.
161P/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
162Labour charges for removing and refixing aluminium partitions/door including minor repair and alteration in the same.
163Repair of door, window shutters including cost of material and labour for change of damaged: Style/rail of teak wood30mm thick/ Aluminium section 4” wide
164.....do.......6” wide
165Repair of door, window shutters including cost of material and labour for change of damaged: Panel by Shuttering ply - 9mm thick (Commercial)
166......do.......Wire gauge 14 mesh x 24 gauge
167........do.........Plain Glass Panes 4mm thick
168Repair of door, window shutters including cost of material and labour for change of damaged: Aldrop of mild steel 12” long x 12 mm dia.
169.....do.........8” long x 10 mm dia.
170Repair of door, window shutters including cost of material and labour for change of damaged:Stopper of Aluminium with Single Rubber Gutka
171.......do.........Double Rubber Gutka
172Repair of door, window shutters including cost of material and labour for change of damaged:Door Springs of mild steel
173Repair of door, window shutters including cost of material and labour for change of damaged:Steel Hinges For Wooden Chowkhat 3” Size
174....do......For Wooden Chowkhat 4” Size
175....do......For Stone Chowkhat 4” Size
176Repair of door, window shutters including cost of material and labour for change of damaged: Mild Steel Tower Bolt 6” long
177Repair of door, window shutters including cost of material and labour for change of damaged: Steel Locking Bolt
178Repair of door, window shutters including cost of material and labour for change of damaged: Steel Handle 6” size
179S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitablescrews not exceeding 150mm distance at all heights with all lead andlift with scafolding.
180Providing 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)
181Providing and injecting by hand operated pressure pumps chemical Emulsion timber ground treatment (TCGT)in ration 1:2 as per manufacturers specifications for POST CONSTRUCTIONAL Anti termite treatment (as per IS 6313) part-III 1971 as amended from time to time.Along external wall where apron is not provided using Chemical emulsion @ 7.5 litre/sqm of the vertical surfaceof the sub structure to a depth of 300 mm including excavation of channel along the wall & rodding etc. complete with chloropyrfos/Lindane EC 20% with 1%concentration.
182Providing and laying water proofing treatment in sunken portion of WCs bathroom etc. by applying polymer modified cementousslurry 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 ofall joints corners, junction with polymer mixed slurry.
183Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineerin-charge.
184Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : Sqm. 372.00(i) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(ii) laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm .(iii) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around(iv) fourth and final layer of brick tiling „with cement mortar or any other approved protective coarse. (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured
185Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofingmembrane, black finished reinforced with non-wovenpolyester matt consisting of a coat of bitumen primer for bitumen membran @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transversedirection as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested inaccordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane. 3 mm thick
186Providing and fixing GI pipes (External work) with GI fittings excluding union (IS : 1239 mark) incl. trenching and refilling earth etc. 15mm dia nominal bore ‘B’Class.
187--do-- 25mm dia –do—
188--do-- 50mm dia –do--
189Providing and fixing GI pipes (Internal work) with GI fittings excluding union (IS : 1239 mark) and MS clamps including cutting and making good the walls and floors Concealed pipe in wall including with anticorrosive bitumen paint 15 mm dia, nominal bore \" B \" class.
190Providing and fixing GI pipes (Internal work) with GI fittings excluding union (IS : 1239 mark) and MS clamps including cutting and making good the walls and floors 25mm dia nominal bore \" B \"class
191Making connection of G.I. distribution branch with G.I. main incl. All fitting upto 25mm dia.
192P/F rigid PVC pipe (IS:4985 mark) class II (4 Kg./Cm2) approved quality/make incl. jointing the pipe with solvent cement rubber ring and lubricant 75 mm dia.
193--do-- 110mm dia.
194__do__ 160mm dia.
195Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe) 100mm dia S.W. pipe
196(--do--) 150mm dia S.W. pipe
197P/F rigid PVC pipe fittings (IS:4985 mark) of approved quality/make incl. jointing the pipe with solvent cement rubber ring and lubricant Reducer 110x75 mm110mm
198---do--- Plain Tee 75mm
199---do--- Plain Tee 110mm
200(---do---) Plain Tee 160mm
201---do--- Door Tee 75mm
202---do--- Door Tee 110mm
203(---do---) Door Tee 160mm
204---do--- Bend 87.5, 75mm dia.
205---do--- Bend 87.5, 110mm dia.
206(---do---) Bend 87.5, 160mm dia.
207--do—Door Bend top side 75mm
208---do--- Door Bend (Top side) 110mm dia.
209(---do--- )Door Bend (Top side) 160mm dia.
210(---do---) coupler (Socket) 75mm
211(---do---) coupler (Socket) 110mm
212(---do---) coupler (Socket) 160mm
213--do— Vent Cowel 110mm dia.
214--do-- Multi floor trap 110mm dia.
215--do-- Gully trap 110mm dia.
216(--do—) Bend 4575mm
217(--do—) Bend 45110mm
218(--do—) Bend 45160mm
219(--do—) Pipe Clip 75mm
220(--do—) Pipe Clip 110mm
221(--do—) Pipe Clip 160mm
222Supplying and fixing G.I. Union ISI marked in G.I. Pipe line as required complete in all respect of size 15mm dia nominal bore.
223----do---- 25mm dia nominal bore.
224----do---- 50mm dia nominal bore.
225Providing 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 i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 15 mm nominal size
226(--do--)20mmnominal size
227(--do--)25mmnominal size
228(--do--)32mmnominal size
229Providing 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).15mmnominal size
230(--do--)20mmnominal size
231(--do--)25mmnominal size
232(--do--)32mmnominal size
233(--do--)40mmnominal size
234(--do--)50mmnominal size
235Construction of Chamber in all types of soil300mm thick masonry in C.M. 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick inside plaster in C.M. 1:6 finished with floating neat cement 50mm thick M-15 grade C.C. flooring earth work etc. complete as per designincl. disposal of surplus earth withina lead of 50 mtr. Inside size 600 x 450mm depth upto 0.5 M Cement cover with frame. Note: Any item may be increase or decrease as per requirment.

AI Tender Summary

OUR REF NO 37343969
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 90 Lakhs
LAST DATE 29-04-2023
Authority
Authority Name Mohan Lal Sukhadia University
Work Description Tender For Special Repair Work At U. C. S., Mlsu
Basic Detail
Tender No EO/35
Bidding Type Tender
Location
City udaipur
State Rajasthan
Key Dates
Publish Date 20 Apr 2023
Submission Date 29 Apr 2023
Open Date 01 May 2023
Finance
Tender Value 90 Lakhs
Tender Fee 2360
EMD 1.80 Lakhs
Exemption Not Available
Document List
5466af51-539c-47bc-a6bd-c2e8b111b283.html
BOQ_587366.xls
FB1.pdf
Tendernotice_1.pdf

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Tender Timeline

Apr 20, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 29, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 01, 2023

Bid Opening Date

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Completed

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5466af51-539c-47bc-a6bd-c2e8b111b283.html

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BOQ_587366.xls

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FB1.pdf

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Tendernotice_1.pdf

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