Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date23 Feb 2024
Closing Date4 Mar 2024
Tender AmountRefer Documents
Costs
EMD
₹ 19,60,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Ranibagh Kathgodam Sewerage Scheme In Haldwani Kathgodam Nagar Nigam Area Under Spa Programme
Description
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Contact
Tender Id
2024_MDPEY_70181_1Bid Award Id
ViewTender No
557 / 613 / 17 Dated 21-02-2024Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
1.50 m to 3.00 m B.G.L.
5400
-
-
3.00 m to 4.50 m B.G.L.
1680
-
-
Excavationin Medium Rock by chiselling or by using of any specials T&P, if required including stacking of useful materials within 50m.
-
-
-
0.00 m to 1.50 m B.G.L.
2500
-
-
1.50 m to 3.00 m B.G.L.
1000
-
-
3.00 m to 4.50 m B.G.L.
295
-
-
Provide & fix open timbering (covering1/3rd of surface area by planks), in trenches for the depth below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100mm dia Sal ballies for strurts at 1.50m c/c 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.
-
-
-
Depth upto 3.00 m below G.L.
7800
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-
Provide & fix close timbering in trenches for the depth below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100 mm dia Sal ballies for strurts at 1.50m percent 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.
-
-
-
3.00 m to 6.00 m below G.L.
595
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-
Supply, Carting & Laying - Jointing of following dia. R.C.C. S&S pipes Non Pressure NP-3 class conforming To IS : 458-2003 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.
-
-
-
200mm dia
-
-
-
0.00 m to 1.50 m B.G.L.
5395
-
-
1.50m to 3.00m B.G.L.
1320
-
-
3.00 m to 4.50 m B.G.L.
790
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-
250mm dia
-
-
-
0.00 m to 1.50 m B.G.L.
392
-
-
1.50 m to 3.00 m B.G.L.
318
-
-
3.00 m to 4.50 m B.G.L.
100
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-
Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes conforming to IS : 8329/2000 with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete.
-
-
-
200mm dia
-
-
-
0.00 m to 1.50 m B.G.L.
1190
-
-
1.50m to 3.00m B.G.L.
290
-
-
Provide all materials, labour, T&P etc. complete and construct brick masonry circular manhole i/c supply and fixing of foot steps & extra heavy duty manhole covers as per Jal Nigam specifications and drawings.
-
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-
upto 1.65 m B.G.L.
-
-
-
900mm internal dia
370
-
-
upto 3.00 m B.G.L.
-
-
-
1200mm internal dia
92
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-
upto 4.50 m B.G.L.
-
-
-
1500 mm internal dia
41
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-
Variation in depth of shaft to regulate the cost of manhole.
-
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-
upto 1.65 m B.G.L.
-
-
-
900 mm internal dia
229
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-
upto 3.00 m B.G.L.
-
-
-
1200 mm internal dia
65
-
-
upto 4.50 m B.G.L.
-
-
-
1500 mm internal dia
30
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-
Provide all materials, labour, T&P etc. complete and construct brick masonry house connecting chambers as per Jal Nigam specifications and drawings.
-
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-
0.90 x 0.60 x 1.50 m internal size
50
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-
Variation in depth of shaft to regulate the cost of house connecting chambers.
-
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-
0.00m to 1.50 m B.G.L.
15
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-
Interconnection the sewer line of house connecting chamber to sewer manhole :-
-
-
-
Excavation of earth 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 in soil mixed with morum, shingle, kankar etc. using of any specials, T&P, if required but excluding excavation and backfilling of trenches upto ground level.
-
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-
0.00 to 1.50 m B.G.L.
750
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-
Supply, Carting & Laying - Jointing of following dia. R.C.C. S&S pipes Non Pressure NP-3 class conforming To IS : 458-2003 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.
-
-
-
150mm dia
-
-
-
0.00m to 1.50 m B.G.L.
500
-
-
Carting and recarting of excavated earth in the narrow lanes, in which excavated earth is not possible to collect the earth above the trenches.
4900
-
-
Disposal of surplus earth upto a distance of 8.0 Km including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
6700
-
-
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge.
-
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-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2800
-
-
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer- in-charge. (For RCC Slab in Drain)
14
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (For RCC Slab in Drain)
14
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Thermo-Mechanically Treated bars. (For RCC Slab in Drain)
5000
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-
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
-
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-
Bituminous road
5000
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-
Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) and finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. Reinstatement of CC Road.
2800
-
-
Providing and laying in position cement concrete of 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). All work up to plinth level.
10
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-
Providing and laying in position cement concrete of 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
10
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-
Providing and laying in position specified grade of reinforced cement
concrete of 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone
aggregate 20 mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement
2
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including Inspectioning of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. for walls
25
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-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC.
25
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-
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete
-
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-
For pipes 100 to 250 mm diameter
31
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-
Reinstatement of drains, damaged at the time of laying of sewer lines.
-
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-
U Type Drain (45 cm X 30 cm)
800
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-
K.C. Drain
3200
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers , mixing by mix in place method and compacting the material to achieve the desired density. - Using Gravel mix soil using
-
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-
0.00m to 1.50 m B.G.L.
386
-
-
1.50m to 3.00 m B.G.L.
110
-
-
3.00m to 4.50 m B.G.L.
50
-
-
Provision for barricading 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,labour T&P, etc complete.
4165.5
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-
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)
16.56
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-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
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-
For RCC Slab in Drain
18
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-
Foundations, footings, bases for columns
5
-
-
Retaining walls, return walls, walls (any thickness)
135
-
-
Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge : Up to 600 mm diameter
110
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-
Installation of Product Pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length) Upto 300 mm dia (In all type of Soil)
-
-
-
For NH and Canal Crossings
115
-
-
Supply, Carting and Laying - Jointing of Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 including cost of all jointing materials and testing of pipe line complete. 100 mm dia in Rising main
450
-
-
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. D/F sluice valves confirming to IS: 14846-2000: PN 1.6 100 mm dia
1
-
-
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks
1
-
-
Design and construction of 0.5 MLD Sewage pumping station including construction, installation, commissioning, testing of circular RCC sump well with pumphouse, pumping plants, receiving chamber (master man hole), screening chamber, generator, generator platform, interconnection from master manhole to screening chamber to sump including all civil, electrical and mechanical works required for proper completion of work with supply of all material, labour, T & P etc. complete.
1
-
-
Construction of Duty room with toilet and store of size 3.0m x 2.50m x 3.0m in RCC framed structure and brick masonary wall with RCC roof and septic tank, soak pit, internal water supply, sanitation and electrification works including all materials, labour, T& P etc. complete as per drawing and direction of the Engineer in charge.
1
-
-
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks.
35
-
-
Boundary wall
Earth 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
40
-
-
Providing and laying in position cement concrete of specified grade -
-All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
4
-
-
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)
100
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
10
-
-
Providing and laying in position cement concrete of specified grade - All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1
-
-
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand) including all complete
250
-
-
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
180
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
250
-
-
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earth
work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
350
-
-
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Size 50×50×6mm
80
-
-
Providing and fixing M.S. iron gate of size 3.60m x 1.80m with pillars weight not less than 100 kg to be fixed in boundary wall with locking arrangement and painting etc. complete as per direction of the Engineer in charge.
1
-
-
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 100: Normal Pressure (PN) in 6.0 Kg/Cm2, 110 mm dia. for household sewer connections
6042
-
-
Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks for household sewer connections.
1007
-
-
Providing ,Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality), including cutting ,threading etc complete
-
-
-
15 mm dia
450
-
-
32 mm dia
90
-
-
40 mm dia
70
-
-
50 mm dia
120
-
-
65 mm dia
18
-
-
80 mm dia
60
-
-
100 mm dia
60
-
-
Supply and cartage of sluice or reflux valves of following sizes to the site of work, lowering in already prepared trenches and fixing them in position, but excluding jointing which shall be paid sparately, including cost of valves, non resing (P.N. 1.00)
-
-
-
50 mm dia
11
-
-
65 mm dia
4
-
-
80 mm dia
4
-
-
100 mm dia
4
-
-
Making connection with existing M.S. galvanised mains of following nominal dia, including cutting and threading of pipe, bailing out water, fixing if required, specials and testing etc. complete, but excluding cost of insertiion pipes and specials besides boring out and also subsequent back fill existing main.
-
-
-
15 mm- 25 mm
26
-
-
32 mm- 40 mm
18
-
-
50 mm- 80 mm
10
-
-
100 mm -150 mm
9
-
-
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