Uttarakhand Urban Sector Development Agency Tender
View complete overview of Uttarakhand UUSDA Tender
Uttarakhand Urban Sector Development Agency - UUSDA Tender
Eprocure
Opening Date31 Jan 2020
Closing Date28 Feb 2020
Tender Amount₹ 17,84,00,000
Costs
EMD
₹ 35,70,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_USDA_22444_1Bid Award Id
ViewTender No
UUSDA/P(UK)-75/766Tender Authority
Uttarakhand Urban Sector Development Agency ViewPurchaser Address
-Website
http://https://uusdip.org/
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Documents
BOQ Items
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Construction of chamber out side the building premises with clear inside opening of 450*450 mm having varying depths with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including plastering 15 mm thick in CM 1:4(1 cement : 4 coarse sand ) on both outside & inside (neat cement finish inside ),PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with pre cast cement concrete cover slab .The work includes excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110/160 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Engineer-in-charge.
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Inside depth of chamber above 500mm and upto 800mm
7000
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Inside depth of chamber above 800mm and upto 1000mm
50
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Construction of chamber in side the premises of individual houses having varying depths with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including plastering 15 mm thick in CM 1:4(1 cement : 4 coarse sand ) on both outside & inside (neat cement finish inside ),PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with pre cast cement concrete cover slab .The work includes excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110/160 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Engineer-in-charge.for the following sizes
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of size 300x300 having inside Depth of chamber up to 450 mm
12500
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of size 400x400 having inside Depth of chamber up to 500 mm
600
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for restoration of road and other works Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.
4637.4
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Providing and laying factory made cement concrete interlocking paver block of following thickness and M-30 grade .
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60mm
377.28
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80mm
1509.12
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Brick work with F.P.S. bricks of class designation 7.5 in foundation and plinth and as per specifications and direction of Engineer-in-charge. In Cement Mortar 1:4 (1 cement : 4 coarse sand).Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.for restoration
273.7575
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Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete for Thermo-Mechanically Treated bars)Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.
22500
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Centring and shuttering Including struting,Proping etc.and removal of form work Foundations, footings, bases of columns,walls,sidesof roads etc. for mass concrete, where ever required .Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.
2250
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means.Bituminous Courses
4.5
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
90
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
60
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Providing.laying.spreading and compacting stone aggregate of specified size to Water Bound Macadam (WBM) specifications.as per MORTH specification.including spreading in uniform thickness.hand picking.rolling with three wheeled road/vibratory roller 8-10 tonnes in stages to proper grade and camber.applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate watering and compacting to the required density including cost of all labours.materials.tools and plant.water.or any other item require for the completeness of work in all respect with all lead and lift complete as per specification and as directed by the Engineer-in-Charge.
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Using Grade II Aggregate.63 mm to 45 mm size
282.96
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Using Grade III Aggregate.53 mm to 22.4 mm size
282.96
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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.
2829.6
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2829.6
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Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction
as per MoRTH specification clause No. 507 complete in all respects.Grading I
30
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508
2829.6
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade as per Technical Specification Clause 510
2829.6
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finishedwith a floating coat of neat cement, all complete as per standard design :0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming to IS : 4885
10
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.With Sewer bricks conforming IS : 4885
5
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming IS : 4885
5
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With Sewer bricks conforming IS : 4885
5
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming IS : 4885
1
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With Sewer bricks conforming IS : 4885
5
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Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Man-Holes, Gully Pits, Chambers etc. in soil including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90 cm above shall be done by manually only. Ordinary soil
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0 to 1.5 m below G.L
109.375
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1.5 to 3.0 m below G.L
46.875
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Extra rates for quantities of works, executed In or under water and/or liquid mud, including cost of dewatering as required. Ordinary soil
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upto 1.5 m depth
21.875
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1.5 m to 3 m depth
9.375
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Extra rates for quantities of works, executed In or under foul position, including cost of dewatering as required Ordinary soil
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upto 1.5 m depth
21.875
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1.5 m to 3 m depth
9.375
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Providing, Laying, jointing, testing, commissioning of HDPE Pipes for sewer lines conforming to IS:14333-1996 and laying and jointing as per IS:7634 (Part-II) as amended up to date using PE 100 grade raw material. The type of jointing shall be electrofusion welding to connect HDPE pipes and for metal pipes/specials flanged joints shall be used. Pipe joints shall be water tight. Rate shall include all taxes, duties, freight charges etc. complete as per specifications and as directed by the Engineer incharge. HDPE Pipe - (PE 100) - PN6 class for following diameter of pipe
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225mm dia
100
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. For Bedding
6.25
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12 mm cement plaster of mix :For External surface of manhole
200
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