Maharana Pratap University Of Agriculture And Technology Tender
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Costs
EMD
₹ 19,600Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_MPUAT_105808_8Bid Award Id
ViewTender No
E-NIT- 03/2018-19 MPUAT UdaipurTender Authority
Maharana Pratap University Of Agriculture And Technology ViewPurchaser Address
-Website
http://https://www.mpuat.ac.in/
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Documents
BOQ Items
Brick masonry in foundation and plinth with bricks of class designation 75 in : Cement mortar 1:6 (1 cement : 6 coarse sand).
1
2942
2942
Add extra for brick work in super structure upto third storey.
1
255
255
Random Rubble stone masonry for foundation and plinth in Cement sand mortar above 30cm thick wall in: Cement Mortar 1:6 (1 cement : 6 sand)
1
2014
2014
Random Rubble stone masonry for superstructure above plinth level one storey height above 30 cm. thick walls in : Cement Mortar 1:6 (1 cement : 6 sand)
1
2486
2486
Flyash Brick masonry in super structure upto third storey with Flyash Bricks of class designation 75 in : Cement mortar 1 : 6 (1 cement : 6 coarse sand).
1
2951
2951
Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 :
-
-
-
Upto 15 cm thick.
1
11490
11490
Above 15 cm thick.
1
11249
11249
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished: 20mm thick
1
120
120
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
1
78
78
Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work upto plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1
3779
3779
Cement concrete flooring grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete : 50 mm thick with 20 mm thick nominal size aggregate.
1
252
252
Coursed Stone paving set in CM 1:6 laid over a bed of 20 mm thick cement sand mortar 1:6 with cement pointing 1:3 : 200 to 225 mm thick.
1
390
390
Random rubble dry stone Kharanja under floor.
1
805
805
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 cement sand mortar 1:4, ralthal, stone kharanja, lime terracing 90 mm average thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 complete as per specification for span : Upto 2.00 metre.
1
1308
1308
Rough Chisel dressed stone flooring over 20mm (Av.) thick base in CM 1:6 including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15mm : 45 mm thick red sand stone.
1
397
397
S&F CC 1:2:4 (M-15) Precast kerb on dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing, earthwork, painting and jointing with cement mortar 1:4 of size. 15×40 cm
1
304
304
Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects.
1
212
212
Replacing broken roofing slab in patches including lime terrace, ceiling plaster etc. including removal of broken slabs.
1
1531
1531
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
1
43
43
Providing and fixing 1st quality standard White / Ivory Glazed Tiles ISI marked [IS : 13753] of size 300mm × 200mm 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 and pillar). Category-I : Kajaria, Johnson, Somani make etc.
1
633
633
Labour charges for laying and fixing of reinforced ferro-cement drain covers (in cement mortar 1:3 if requied) for cover thickness upto 100mm
1
50
50
Labour charges for Fixing for Steel Jali
1
45
45
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading III Material
1
402
402
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. WBM Grading-II
1
1208
1208
Providing and laying Built up spray grout (BUSG) patching 75mm thick in two layers (Each layer consisting of spreading aggregate - crusher broken @ 0.50 cum per 10 sqm area as per MoRTH specification, laying first layer after application of tack coat @ 3.75 kg per 10 sqm including cost of tack coat, rolling with 8-10 tonne power road roller, application of first spray of binder @ 15 kg per 10 sqm, spreading & rolling of second layer of coarse aggregate with 8-10 tonne power road roller, application of second spray of binder @ 15 kg per 10 sqm and laying key aggregate on the top of second layer and rolling with 8-10 tonne power road roller including heating and spraying of binder, cleaning the area of patch, potholes cut to regular shape with vertical sides, removing all loose and disintegrated material including cost of coarse aggregate, key aggregate, rolling & hire charges of machinery, T&P, cost of fuel, bitumen etc. complete.
1
329
329
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1
13
13
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1
11
11
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1
6476
6476
Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical Means Type-A Bitumen (S-90)
1
164
164
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
1
1317
1317
Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawing and Technical Specification Clause 1504. Category 'B' Denated only two side like I, Z, T shape etc. as per IRC SP 63:2004.
1
643
643.04
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
1
102
102
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C grade M-15 Nominal mix (1:2.5:5)
1
3735
3735
Marking Centre Line and stop lines etc. on road as per IRC pattern with theromplastic paint of approved quality and make with 8% galss beads laid on the road surface at temperature 160°C with a special applicator machine complete with labour, material and traffic diversion arrangements.
1
628
628
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1
64626
64626
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