Swami Keshwanand Rajasthan Agricultural University Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2021_SKRAU_231408_9Bid Award Id
ViewTender No
NIT 2 of 2021-22Tender Authority
Swami Keshwanand Rajasthan Agricultural University ViewPurchaser Address
-Website
http://http://raubikaner.org/
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Documents
BOQ Items
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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).
.
110
-
2571
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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
78
-
3762
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Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete instead of M-20 grade design mix.
78
-
56
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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 Walls (any thickness) including attached pilasters, buttresses plinth and string course.
470
-
232
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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 Arches, domes, vaults etc exceeding 6 Mtr span
260
-
941
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Add extra for shuttering in circular work (in respective centering and shuttering items)
470
-
46.4
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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. Hot rolled deformed bars (IS : 1139).
8200
-
64
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Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 10.0 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand)
160
-
3195
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Half brick masonry with common burnt clay F.P.S.(Non Modular) bricks of class designation 10.0 in foundation & plinth Cement mortar 1 : 4 (1 cement : 4 coarse sand)
400
-
393
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Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges :Kota stone 25 to 30mm thick.
260
-
431
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
600
-
65
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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
300
-
70
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Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint
10
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2139
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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.46 mm dia wire and 1.63 mm aperture on both sides
5
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315
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Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size Welded mesh 25 mmx 25 mm x 2.1 mm.
15
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545
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Cement 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 etc complete but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm thick nominal size aggregate.
1200
-
227
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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick
1800
-
158
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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 20 mm thick.
600
-
140
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Finishing with neat cement (punning).
1200
-
30
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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 ).
300
-
63
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work
100
-
56
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : bituminous road (average thickness 300 mm)
30
-
102
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Dismantling precast concrete or stone slabs in wall partitions etc. including stacking within 50 meter lead: Thickness up to 40mm.
80
-
42
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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. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).
80
-
2356
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Construction of manhole in all type of soil inner size 90 X 60 Cm. 230/300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead Depth up to 0.5 M.
20
-
3994
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Add extra over item for every additional 0.10m depth above 0.5 m depth.
60
-
326
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Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 230/300mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design : Depth up to 1.5 M
12
-
11527
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Construction of chamber in all type of soil with 230/300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 600 X 450 mm depth upto 0.5 M Cement cover with frame.
40
-
3056
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes.Type 'A' 110 mm diameter.
1600
-
197
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Single Bend w/o Door 87.5° 110 mm dia.
320
-
160
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Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required Diameter 900 mm.
12
-
242
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Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm.
12
-
696
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Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 9 to 12 mm
6
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1815
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Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 3 to 5 mm
4
-
2662
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Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
2
-
3388
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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)
220
-
125
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Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :300mm dia Internal
300
-
563
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Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 150 mm dia Internal
800
-
299
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Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 200mm dia Internal
300
-
371
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Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping 250 mm nominal bore.
180
-
1452
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Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 250 mm Nominal bore
140
-
2053
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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 250 mm Nominal bore
40
-
2253
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Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
100
-
273
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Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge.
100
-
135
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SITC of ISI mark( IS:8472) self priming monoblock pump set of approved make, TEFC, permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal, 1440/1500 RPM, single phase(180 to 240 V). Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively.Non Self priming pumps 5 HP, 3-Ø, (6-28)Mtr, (45-7.5) LPM Group-1
3
-
13156
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P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.10.0 Sq.mm 4 Core Group-1
200
-
170
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Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 250mm drain,300mm Av. depth
500
-
495
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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). 25 mm nominal outer dia pipes
350
-
158
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P & F G.I. Pipes with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :- ( External Work ) Medium Duty Pipes 50mm dia nominal bore
200
-
319
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P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 25mm nominal bore.
6
-
521
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P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 50 mm nominal bore.
4
-
718
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Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by hydrulic pressed, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 60 mm thick c.c. paver block of M-30 grade with approved color design and pattern.
300
-
510
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