Pey Jal Nigam Uttarakhand Tender

View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender

Pey Jal Nigam Uttarakhand Tender

Works

Eprocure

Dehradun, Uttarakhand

Opening Date31 Dec 2024

Closing Date3 Feb 2025

Tender Amount₹ 33,50,00,000

Email

Download

Costs

EMD
₹ 66,50,000
Document Cost
₹ 5,900
Tender Fee
Refer Documents

Summary

Design And Build Sewage Treatment Plant Of Installed Capacity 8 Mld On Any Well Proven Open Technology Co-treatment Plant

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2024_MDPEY_79269_1
Tender No
Letter No 5696/NIVIDA/111 dated 23.12.2024
Tender Authority
Pey Jal Nigam Uttarakhand View
Purchaser Address
-
Website
http://http://peyjal.uk.gov.in/

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-12.0 MBTendernotice_1.pdf

Tender Notice

BOQ-1475.6 kBBOQ_94562.xls

Bill of Quantity

Corrigendum-1355.1 kBCorrigendum_1.pdf

Document-76.6 MBBid_Documents.pdf

Tender Documents

Document-61.8 MB233_Final.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Mechanical, Electrical & Instrumentation works as per approved design, drawings and technical specifications.Break up of cost shall be provided by the bidder in separate sheet for the Supply and intalation of Mechanical, Electrical & Instrumentation items.

Quantity1

Rate-

Amount -

Supply & installation of online monitoring system and SCADA at 8.00 MLD STP, Tapkeshwar Dehradun as per approved design, drawing and technical specifications (Parameters : pH, BOD, COD, TSS, TN, TP, NH4-N and Flow) at inlet & outlet.

Quantity1

Rate-

Amount -

Excavation of earth upto 1.5 mt. depth below G.L. for laying of Sewer, Man-Holes, Gully Pits, Chambers, Sumps etc. in ordinary soil (earth, sand, loam and clay) 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

Quantity-

Rate-

Amount -

Excavation in soil mixed with moorum, shingle, Kankar.

Quantity-

Rate-

Amount -

0.00 - 1.50 m B.G.L.

Quantity26771.72

Rate-

Amount -

0.00 - 1.50 m B.G.L. (For sewer connecting Chambers)

Quantity6301.77

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity11133.2

Rate-

Amount -

3.00 - 4.50 m B.G.L

Quantity1768.62

Rate-

Amount -

4.50 - 6.00 m B.G.L

Quantity197.32

Rate-

Amount -

Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.

Quantity-

Rate-

Amount -

Depth upto 3.0 m BGL

Quantity3000

Rate-

Amount -

Depth 3.0m to 6.0 m BGL

Quantity500

Rate-

Amount -

Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.

Quantity-

Rate-

Amount -

Depth upto 3 m below G.L

Quantity8000

Rate-

Amount -

Supply & Laying - Jointing of following dia. R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. (Taking 150mm dia RCC pipe for connecting property to the manhole through SCC, assuming three household to be connected with one SCC, total no of HH are 305, average length of pipe is being taken as 5.0 m for one SCC) R.C.C. S&S Non Pressure Pipe class Conforming To IS : 458-2003 Class Np3

Quantity-

Rate-

Amount -

150 mm dia

Quantity-

Rate-

Amount -

0.00 - 1.50 m B.G.L.

Quantity911

Rate-

Amount -

0.00 - 1.50 m B.G.L. (For sewer connecting Chambers)

Quantity4201.18

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity1378.94

Rate-

Amount -

200 mm dia

Quantity-

Rate-

Amount -

0.00 - 1.50 m B.G.L.

Quantity1323

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity4028

Rate-

Amount -

3.00 - 4.50 m B.G.L

Quantity948

Rate-

Amount -

4.50 - 6.00 m B.G.L

Quantity149

Rate-

Amount -

250 mm dia

Quantity-

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity520

Rate-

Amount -

3.00 - 4.50 m B.G.L

Quantity103

Rate-

Amount -

4.50 - 6.00 m B.G.L

Quantity185

Rate-

Amount -

300 mm dia

Quantity-

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity156

Rate-

Amount -

3.00 - 4.50 m B.G.L

Quantity100

Rate-

Amount -

350 mm dia

Quantity-

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity881

Rate-

Amount -

3.00 - 4.50 m B.G.L

Quantity290

Rate-

Amount -

600 mm dia

Quantity-

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity143

Rate-

Amount -

700 mm dia

Quantity-

Rate-

Amount -

1.50 - 3.00 m B.G.L

Quantity727

Rate-

Amount -

3.00 - 4.50 m B.G.L

Quantity326

Rate-

Amount -

4.50 - 6.00 m B.G.L

Quantity29

Rate-

Amount -

Constructing Brick Masonry Manhole of various dia and depth as per IS :4111 par1( latest amendment) in FPS brick class designation M-100 in Cement Mortar 1:5 (1 cement : 5 coarse sand) including nside and outside 15mm thick plastering in cement mortar 1:3(1 cement : 3 coarse sand) finished with a floating coat of neat cement inside only. The work includes excavation, dewatering, planking, strutting etc. refilling, disposal of surplus earth with all lift and lead of 50m, Including construction of concrete base with PCC 1:4:8 (1 cement : 1 coarse sand : 4 stone aggregate 40mm nominal size), preparation of channel up to the height of'the'pipe and benching in PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) including neat cement finished, suitable connection of inlet & outlet pipes, manhole cover & frame, foot rest, testing (watertightness} of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction of Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole cover).

Quantity-

Rate-

Amount -

900mm internal diameter at bottom,0.90-1.65m depths

Quantity141

Rate-

Amount -

1200 mm internal diameter at bottom ,1.65-2.30m depths

Quantity170

Rate-

Amount -

1500 mm internal diameter at bottom ,2.30m-4.95 m depths

Quantity258

Rate-

Amount -

1500 mm internal diameter at bottom 4.95 – 9.00 m depths

Quantity9

Rate-

Amount -

Constructing Brick Masonry sewer connecting chamber (SCC) of various sizes and depth as per drawing in FPS brick class designation M-100 in.,Cement Mortar 1:5 (1 cement : 5 coarse sand) including inside and outside 15mm thick plastering in cement mortar 1:3 (1 cement : 3 coarse sand)finished with a floating with a neat cement inside only. The work includes excavation, dewatering, planking, strutting etc, refilling, disposal of surplus earth with all lift and lead of 50m, Including construction of concrete base with PCC 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate 40mm nominal size), preparation of channal up to the height of the pipe and benching in PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size including neat cement finished, suitable connection of inlet & outlet pipes, testing water tightness of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction ol Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole cover).

Quantity-

Rate-

Amount -

0.60 x 0.60 x 1.50 m depth

Quantity297

Rate-

Amount -

0.45 x 0.45mm x 0.90 m depth

Quantity400

Rate-

Amount -

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. : PE-63 Grade; PN- 6.0 (6.0 Kg/Cm2) for sewer connection work.

Quantity-

Rate-

Amount -

160 mm PN6

Quantity30726

Rate-

Amount -

Cutting road surface for sewer line trenches. Including stacking of serviceable material (i.e. stone ballast that will be reused in the laying of WBM) at site and disposal of unserviceable material to suitable disposal point beyond municipal limit as directed by Engineer in charge

Quantity-

Rate-

Amount -

Cutting Bituminoid Portion

Quantity8476.9

Rate-

Amount -

Water bound macadam

Quantity8476.9

Rate-

Amount -

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

Quantity1717.82

Rate-

Amount -

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) Width of bedding ( Outer diameter of pipe + 200mm )

Quantity674.1

Rate-

Amount -

Providing plain cement concrete bedding with 1:3:6 with carefully compacted backfill using 40mm and down hard crusher broken stone laying in layers of not more than 15 cm thick including shuttering, compaction, curing, etc., complete for PCC bedding and surrounding as per drawing and as directed by the Engineer-in-Charge. Width of bedding ( Outer diameter of pipe + 200mm )

Quantity25

Rate-

Amount -

Providing plain cement concrete bedding with 1:2:4 (M-15 grade ) with carefully compacted backfill using 20mm and down hard crusher broken stone laying in layers of not more than 15 cm thick including shuttering, compaction, curing, etc., complete for PCC bedding and surrounding as per drawing and as directed by the Engineer-in-Charge. Width of bedding ( Outer diameter of pipe + 200mm or 1.25 times of outer diameter , whichever is more )

Quantity242.77

Rate-

Amount -

Providing Reinforced cement concrete bedding with 1:1.5:3 (M-20 grade ) with carefully compacted backfill using 20mm and down hard crusher broken stone laying in layers of not more than 15 cm thick including shuttering, compaction, curing, etc., complete for PCC bedding and surrounding as per drawing and as directed by the Engineer-in-Charge. Width of bedding ( Outer diameter of pipe + 200mm or 1.25 times of outer diameter , whichever is more )

Quantity30

Rate-

Amount -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more. Steel reinforcement for R.C.C. work

Quantity8237.25

Rate-

Amount -

Shifting of domestic water supply house connection coming in the alignment of sewer line/mahnole chamber including excavation, refilling, supply of all material, pipes, specials etc., labour, T&P and making good complete as per entire satisfaction of engineer in charge.

Quantity-

Rate-

Amount -

15 to 20mm G.I, Pipe

Quantity2000

Rate-

Amount -

25 to 32mm G.I. Pipe

Quantity500

Rate-

Amount -

Upto 65mm PVC Pipe

Quantity250

Rate-

Amount -

75mm to 110mm PVC Pipe

Quantity200

Rate-

Amount -

140mm to 160mm PVC Pipe

Quantity100

Rate-

Amount -

Provision for crossing sewers through existing drains coming across the alignment of sewer including making it good after laying the pipe.

Quantity25

Rate-

Amount -

Dewatering from foundation of abutments and wing walls(with pimp capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

Quantity50000

Rate-

Amount -

Provision for bericading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement including supply of all material T&P etc complete.

Quantity14759.21

Rate-

Amount -

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity250

Rate-

Amount -

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of cantering, shuttering, finishing and reinforcement : RCC 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Quantity50

Rate-

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

Quantity-

Rate-

Amount -

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity400

Rate-

Amount -

1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Quantity400

Rate-

Amount -

Provision for diversion and repairing of electric/telephone cables/wires wherever necessary including supply of all materials, labour, T&P etc. complete.

Quantity-

Rate-

Amount -

Shifting and repairing of telephone cables.

Quantity100

Rate-

Amount -

Shifting and repairing to electric poles/cables

Quantity25

Rate-

Amount -

Providing and spreading RBM i.e., River Bed Material (treated as granular sub-base /base/surface course material) in uniform layers with motor grader on prepared surface with rotavator and compacting with smooth wheeled roller to achieve the desired density.

Quantity3623.86

Rate-

Amount -

Cartage of excavated earth from site to suitable place as per direction of engineer in charge by head load (the work being in narrow lanes) and carrying back for filling of trenches after laying and jointing the pipes up.to max distance 60 m one side

Quantity1662214.79

Rate-

Amount -

Disposal of surplus earth from the site of work upto a distance of 8.0 km. As directed by Engineer in charge including loading unloading and carting etc. all complete.

Quantity204011.66

Rate-

Amount -

Providing laying and jointing of following dia sewer pipeline (as per IS 3589) by trenchless technology (auger boring machine) including survey of underground utility and accordingly preparation of design and drawing for laying of pipe line, construction of thrust and receiving pit of required size and required depth including sheeting, strutting as where ever required, construction of thrust block required for pushing the pipe including excavation, dewatering, back filling of pit, cutting bituminous surface, WBM, CC road if any and disposal of surplus o earth and rubbish as directed by engineer in charge pipe should be polyurethene (PU) coated inside and bitumen anti corrosive coated outside and laying at a required depths & in subsoil condition and true to alignment and gradient required as per direction of engineer in charge complete.

Quantity-

Rate-

Amount -

700 mm dia DI K-7 carrier pipe with casing pipe of M.S. 900 mm dia 10 mm thick (as per IS 3589), upto 7.50 meter BGL

Quantity40

Rate-

Amount -

Supply of all materials and Constructing Reinforced cement concrete Circular Manhole in M30 Cement concrete of various dia and depth as per drawing. The work includes excavation, dewatering, planking, strutting etc. refilling, disposal of surplus earth with all lift and lead of 50m, Including construction of concrete base with PCC 1:3:6 (1 cement, 3 coarse sand, 6 stone aggregate 40mm nominal size), preparation of channel up to the height of 'the ‘pipe and benching in PCC 1:2:4 (1 cement, 2 coarse sand, 4 stone aggregate 20mm nominal size) including neat cement finished, suitable connection of inlet & outlet pipes, testing (water lightness} of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction of Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole cover).

Quantity-

Rate-

Amount -

1500 mm internal diameter at bottom ,4.95 m-9.00 m depths

Quantity50

Rate-

Amount -

Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)

Quantity-

Rate-

Amount -

Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .

Quantity3000

Rate-

Amount -

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

Quantity-

Rate-

Amount -

Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron and penetration bitumen of suitable grade.)

Quantity3000

Rate-

Amount -

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity3000

Rate-

Amount -

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-A (13.2mm Agg.)

Quantity400

Rate-

Amount -

Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.)

Quantity400

Rate-

Amount -

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Quantity600

Rate-

Amount -

Deduction in the depth of the manhole to regulate payments for variation of actual depth of manholes in following sizes.

Quantity-

Rate-

Amount -

900mm dia ,0.90-1.65m depths

Quantity15.83

Rate-

Amount -

1200 mm dia ,1.65-2.30m depths

Quantity29.98

Rate-

Amount -

1500 mm dia,2.30m-4.95 mm depths

Quantity370.68

Rate-

Amount -

1500 mm dia 4.95 – 9.00 m depths

Quantity35.58

Rate-

Amount -

Deduction in the depth of the sewer connecting chamber (SCC) to regulate payments for variation of actual depth of manholes in following sizes.

Quantity-

Rate-

Amount -

0.45 x 0.45mm x 0.90 m depth

Quantity8.27

Rate-

Amount -

Addition and Substraction in the depth of Reinforced cement concrete manhole to regulate payments for variation of actual depth of manholes in following sizes.

Quantity-

Rate-

Amount -

1500 mm internal diameter at bottom ,4.95 m-9.00 m depths

Quantity6.87

Rate-

Amount -

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Past Bidders
This list is curated from the bidders of the similar tenders in the past

Unlock the Tender details for free

Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
Awarded Ratexx%

Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
Awarded Ratexx%

Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
Awarded Ratexx%

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.