UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date25 Nov 2020
Closing Date5 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 2,30,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_532894_1Bid Award Id
ViewTender No
2444/samigri-3/338 dated 18/11/2020Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Construction of concrete cement with (100 thick pcc ratio 1:4:8 & 100 thick upper crust 1:2:4) pavement for approach road & for campuss to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
900
-
1790
horticulture work planting of trees, plant & roping grass in gapes as per direction of engineer in charge
1
-
50000
Supply of following sizes (D.I. K-7) pipes for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in -charge.
-
-
-
200 mm dia Rrising main
30
-
2500
200 mm dia by pass arragement
10
-
2500
Pump house
-
-
-
Excavation of Earth in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead upto 50m refilling, watering ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to 50m. form the centre of the foundation trenches.
30
-
178.21
Concrete with 40 mm gauge brick ballast, local sand & cement in proportion 12:6:1 in foundation and floors including supply of all materials, labour, T&P etc. required for proper completion of the work.
7.73
-
4456.92
(a) First class brick work in 1:6 cement & course sand mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work.
12
-
6267.37
(b) Same as above in item-3 (A) but for one brick thick wall for super structure.
17.24
-
6636.1
(c) Same as above in item-3 (B) but for 1/2 brick thick wall in 1:4
1.5
-
7263.1
20mm thick damp proof coarse with cement & approved coarse sand in proportion of 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, for completion of the work and including curring and shuttering as necessary.
6.46
-
343.44
RCC work in lintel in 1:2:4 cement, coarse sand and 20mm gauge approved stone ballast excluding supply fixing in position and binding with wire, centering & shuttering, necessary curing and supply of all materials, labour T&P etc. required for proper completion of work.
1
-
12122.69
Same as above in item - 5 but in slab
2.82
-
14579.67
Mild steel or iron work in plain work such as R.C.C. work (when not including in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage.
3
-
8374.54
Supply of all materials labour, T&P etc. required for making iron door and windows frames with grills etc complete with required size (40x40mm) of angle iron I Door frame windows with grills.
3.75
-
11290.13
Supply and fix 40mm thick ISI marked flush door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, Handles springs and other fitting but excluding painting and supply of fittings.
11.52
-
3864.89
25mm thick 1:2:4 plain cement concrete floor & appron with cement coarse sand and 20mm gauge stone ballast laid in panels, finished with 3mm floating coat of neat or cement and marble dust in ratio 1:5 or as specific over and including 75mm thick base concrete consisting of cement local sand and first class brick ballast 40mm gauge in proportion of 1:6:12 and removing over lapping of mortar at the joints of panels if any and giving uniform finish including supply of all materials labour T&P etc. required for proper completion of work.
36.27
-
347.22
12mm thick plaster with cement mortar 1:4 consisting of cement coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc. required for proper completion of work.
223.58
-
286.89
Painting or varnishing of new iron work or new wood work with one coat priming and two coats of approved high grade enamel paint including supply of all materials labour, T&P etc. required for proper completion of the work.
16.3
-
185.55
White washing 3 coats with white cement including supply of all materials labour T&P etc required for proper completion of the work.
210
-
28.03
Apex Ultima of approved brand & manufacturer & of required shade on undercoated wall surfacevto give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work.
223.58
-
280
Rolled steel joist fixed in position including cost of joist and all labour in handing and hoisting etc. complete (RS Joist 250mmx125mmx37.3Kg/m)
0.94
-
8329.18
Supply and fixing 100mm dia AC down pipe complete with nose, head, bend and grating with necessary MS clamps 25x3mm fixed with 6mm dia nalls and including supply of all materials, labour T&P etc. required for proper completion of the work & repair of plaster painting etc. It damaged during the fixing.
6.6
-
260
Supply and fix RCC Precast Jali(i) 30x30 cm.
4
-
900
Supply and fix RCC Precast Jali (ii) 40x30 cm
2
-
900
By pass chamber
1
-
25000
Boundary wall
-
-
-
Excavation of Earth in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead upto 50m refilling, watering ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to 50m. form the centre of the foundation trenches.
9.09
-
178.21
Concrete with 40 mm gauge brick ballast, local sand & cement in proportion 12:6:1 in foundation and floors including supply of all materials, labour, T&P etc. required for proper completion of the work.
1.95
-
4456.92
First class brick work in 1:6 cement coarse sand & local sand mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work.
6.96
-
6267.37
20mm thick damp proof coarse with cement & approved coarse sand in proportion of 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, for completion of the work and including curring and shuttering as necessary.
6.9
-
343.47
I class brick work in 1:4 cement & coarse and in super structure including necessary cutting and moulding of brick workm thickness of wall not to be more than one brick and supply of all materials, labour T&P etc. required for proper completion of the work.
8.28
-
6894.37
12mm thick plaster with cement mortar 1:4 consisting of cement and local sand over brick work, minimum thickness not to be less than 10mm including supply of all materials labour T&P
120.69
-
286.89
Extra for plaster over rough face of one brick thick wall.
64.38
-
224
Apex Ultima of approved brand & manufacturer & of required shade on undercoated wall surfacevto give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work.
120.69
-
280
Rain water harvesting cum recharge unit (5.46x3.46x1.8) two boring upto desired depth including all material , labour T&P etc required for proper completion of work as per engineer incharge.
1
-
250000
E & M Work
-
-
-
Transportation
-
-
-
Initial transportation of Rig Machine & its T&P/equipment’s to the site of work including loading & unloading, baricating, erection & dismantling etc.
1
-
103075
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
1
-
81324
Transportation of OP Unit and its T&P including loading & unloading, erection & dismantling etc.
1
-
98230
Supply including loading & unloading of TW assembly of MSERW pipe
-
-
-
200 mm dia 7.1 mm thick housing pipe
60
-
2423
200 x 150 mm dia reducer
2
-
3943
200 mm dia 7.1 mm thick plain pipe
36
-
2423
200 mm dia 7.1 mm thick slotted pipe
24
-
3563
200 mm dia bail plug
1
-
1967
200 mm dia MS housing clamp
1
-
2185
200 mm dia MS ring
28
-
1520
I section Girder 3.0M long
1
-
12825
200 mm dia TW Housing cover
1
-
1207
Drilling of Bore (Including water arrangement)
-
-
-
Drilling of 550 mm dia from GL to 90 BGL
90
-
2005
Drilling of 550 mm dia bore from 90 to 120 m BGL
30
-
2048
Drilling of 550 mm dia bore from 120 to 132 m BGL
12
-
2212
Logging of bore
1
-
17100
Per meter rate of drilling may vary as per encreasing/decreasing of drilling
1
-
2212
Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following :
-
-
-
200 mm dia MS ERW Plane/Slottted pipe from GL to 90 m BGL
90
-
192
200 mm dia MS ERW/Plane/Slottted pipe from 90 m to 120m BGL
30
-
242
Per meter rate of lowering may vary as per encreasing/decreasing of lowering
1
-
242
Supply at site and shrouding of Pea Gravel of Lal Kuan, Haldwani.
42
-
6650
Development of Tubewell
-
-
-
By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work.
50
-
2773
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
-
5700
By OP Unit of Suitable capacity including T&P, labour and material required for completion of work.
100
-
1005
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
-
5700
Chemical and bacteriological test
1
-
2375
Total for Constrution of 1 No. T.W.
-
-
-
SCHEDULE ‘G’ for Pumping Plant of T.W.
-
-
-
600LPM,48 m Head Clear water Submersible pump motor complete set.
1
-
80750
Switch Gear with cubical panel
1
-
104500
80mm dia,5.4mm thick MS column pipe with both end flanged and groove in each length 3m long,complete 30m with 1m long top flanged pipe including bend,tee,MS distance piece, inlarger/reducer,sluice valve and refalxe valve etc. complete in all respect.
1
-
137750
Pressure and Depth Gauges with fittings and all required accessories
1
-
7600
Tools (ruputed make)
1
-
5700
Lifting Tackle (1 Ton Capacity, 4.5 M lift)
1
-
19000
Chlorinating plant (Electromechnical) 6 LPH capacity along with complete accessories
1
-
30400
Painting of pumping plants and equipment
1
-
1900
Rubber mat, protection ring, transformer oil& other miscellaneous item.
1
-
14250
Erection of Pumping Plant & other items with power wiring & earthing and other civil work complete in all respect.
1
-
15675
Commissioning & Testing of Pumping Plant
1
-
4750
G.S.M. Controller Complete kit
1
-
23750
Level controller complete kit
1
-
14250
Servo Voltage Stabilizer 20KVA
1
-
171000
Internal electriffcation of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. Insulated nulti strand copper conductor cable in heavy gauge rigid P.V.C. Conduit pipe on surface complete 14 S.W.G. Copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries sith 15 amp. Switch fuse unit.
1
-
16150
Solar Panel and LED light fitting for electriffation of water works campus as per requiment of site
1
-
23750
Total for SITC of Pumping Plant of 1 No. Complete Set
-
-
-
Supervision Charges provided by the contractor for E/M works
1
-
45000
25 KVA SUBSTATION WITH TRANSMISSION LINE
-
-
-
SITC of 11 KV/440 V, Sub-station including 25KVA transformer, double poie etc with 11KV HT Transmission Line of ACSR weasel conductor from the nearest existing Ht line and Energy Meter including all equipment complete in all respect. Note: As per Acutal Payment of Power Estimate and others related works.
1
-
657700
Three months Run & Trial
1
-
60705
Distribution work
-
-
-
Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.
1800
-
225.71
Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge.
-
-
-
160 mm dia HDPE Pipe Class PE-100, 6Kg/cm2
200
-
580
140 mm dia HDPE Pipe Class PE-100, 6Kg/cm2
300
-
448
110 mm dia HDPE Pipe Class PE-100, 6Kg/cm2
2000
-
271
90 mm dia HDPE Pipe Class PE-100, 6Kg/cm2
500
-
130
Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete. including all taxes and insurance, as per instructions of Engineer -in -charge.
-
-
-
Sluice valve - 150 mm dia
3
-
14000
Sluice valve - 125 mm dia
1
-
12590
Sluice valve - 100 mm dia
1
-
11033
Sluice valve - 80 mm dia
1
-
8437
Scour valve - 80 mm dia
1
-
8437
Supply of 50 mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer -in -charge.
1
-
8437
Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge.
1
-
22000
Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.
-
-
-
Sluice valve chamber (masonry Type)
3
-
33000
Sluice valve chamber (surface box Type)
3
-
2500
Fire Hydrant chamber
1
-
16780
Air Valve Chamber
1
-
10350
Scour Valve Chamber
1
-
33000
Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. (drawing no. D-14)
1
-
20000
Supply and installation of electro mechnical type chlorinating plant of sutaible capacity working pressure 0-4 kg/cm2 complete with panel and 100 liter capacity syntax make suitable for 500 lpm to 3000 lpm discharge of pumping plant.
1
-
20000
Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.
-
-
-
B.O.E Surface
2600
-
74
CC Road
100
-
295
Bitminous surface
160
-
147
Interlocking
100
-
129
Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.
-
-
-
B.O.E Surface (consider 50% use dimanteled bricks)(1 class brick with 30 mm sand bad)
2600
-
265
CC Road (PCC 100 mm thick with ratio 1:4:8 & 100 MM thick upper crest with ratio 1:2:4)
100
-
1790
Bitminous surface as per PWD specification
160
-
1350
Interlocking (consider 50% use dimanteled interlocking) with base pcc 1:4:8 100 mm thick
100
-
680
Provision for following crossing (drawing no.D-9) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge.
-
-
-
Nala/culvert crossings/road crosing through trenchless techniqus.
1
-
21000
Road crossing with trenchless technology any size in shceme.( upto 1.5 m depth)
30
-
1600
Making house connection from distribution line to outer wall of house, with supply of G.I. pipe including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge.
161
-
2500
Provision for trial and run of the scheme for 3 months.
3
-
10000
For maitaince one Year (During defect liabilities period) (released after sucssecfully handover to gram panchayat)
1
-
100000
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