Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Eprocure
Opening Date14 Jun 2024
Closing Date29 Jun 2024
Tender Amount₹ 1,34,64,451
Costs
EMD
₹ 2,69,300Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LDAUP_928828_1Bid Award Id
ViewTender No
01/E-NIVIDA/C.E./2024-25Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
23
123766
5381.16
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
23
164351
7145.72
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 centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
28
240052
8573.32
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
76
23543
309.78
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
350
232939
665.54
Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504)
40.04
320320
8000
(E) Boundry Wall
-
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 25 km also including rammaning and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
496
192448
388
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 15 KM
161
22575
140.22
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
16
86098
5381.16
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
12
79066
6588.88
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
13
92894
7145.72
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 centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
71
608705
8573.32
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
44
13630
309.78
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
933
620948
665.54
Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504)
123.48
987840
8000
Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR No. 13.80
798
98369
123.27
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DAR No. 13.46.1 SOR 2020-21)
798
101242
126.87
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and imilar works, including applying priming coat of approved steel primer. M.S. tube (DAR No. 10.26.1 SOR 2020-21)
404
62805
155.46
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat
applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved
brand and manufacture
11
1483
134.85
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in oundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (PWD SOR 6.1.1 /2020-21)
29
168851
5822.47
(F) Road Work
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil (PWD SOR 2.1.1/2020-21)
107
10976
102.58
Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.
For Grading I Material (GSB-I)
142
538890
3795
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
142
1014692
7145.72
Trimixing of R.C.C. surface with hardner 3.5 kg/Sqm including proper completion of work.
708
124608
176
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,
parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/
shape, made by table vibratory method using PU mould, laid in required colour & pattern
over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter
locking paver blocks into the sand bedding layer through vibratory compaction by using
plate vibrator, filling the joints with sand and cutting of paver blocks as per required size
and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern
90
74340
826
Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504)
28
224000
8000
(G) Sewer Work
-
-
-
Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.
-
-
-
0.00 - 1.50 m
272
55216
203
Supply & Laying of Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme) For leak proof Joints “Double Wall Corrugated (DWC) Pipe above 150mm ID ( in all the stiffness classes ) , should be supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individually according to Annexure C of IS-16098 Part I. For proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by the pipes suppliers . No manual jointing is permitted for 200mm sizes. DWC pipes Manufacturer /or its group company should have at least 3 years’ experience of production of any type/ specification of Double Wall corrugated ( DWC ) pipes. The Elastomeric Rings used must be of ISI mark only. The manufacturer of the pipes should also have valid accreditation for ISO 9001 & ISO 14001.(Technical Requirements / amendments required In line with the Standard – 16098)
-
-
-
250 mm ID Sn8
340
246160
724
300 mm ID Sn8
27
29376
1088
Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (analysis rate).
5
173285
34657
Addition / subtraction Masonry shaft 1.00 x 1.20 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate)
2
29564
14782
Construction of 0.60x0.60x1.50 m internal size connecting chamber as per standard design and specification of LDA & including 15 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate).
26
349674
13449
Addition/ subtraction Masonry shaft 0.60x 0.60 mtr size as per slandard design & specification of LDA having one brick work in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate)
2
-12500
-6250
Construction of 1200mm internal Dia at bottom and 560mm dia at top in (1 cement & 4 coarse sand mortar) in side 12mm thick Plaster in 1:4 cement & coarse sand mortar finish with Floating coat of neat cement including PCC 1:4:8 (cement, coarse sand) & 40mm gauge stone ballast 300mm thick and making necessary channel in cement concrete 1:2:4 (cement, coarse sand) & 20mm gauge stone grit) finish with Floating coat of neat cement including 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-B118) and P/F M.S. foot rest all complete as per standered design LDA
1
43120
43120
Addition/ subtraction depth for cicular type manhole 1200mm internal dia at bottom.
0.3
-3151
-10506
(H) Water Line Work
-
-
-
Excavation for Pipe Line, ordinary soil (Loan clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 50 m & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 50 m from the foundation trenches. (0.00 to 1.50 m B.G.L.)
103
14442
140.22
Supply & Laying of the following of sizes of AC/ HDPE pipe with all jointing materials confirming to latest relevant IS 1592 & IS 4984:1995 or its latest amendment with coupiers including complete in all respect F.O.R destination including all comlete of the work.
-
-
-
110mm dia HDPE Pipe
160
36960
231
a) Supply for specials for above HDPE Pipe Item No-2 (Item No-3 @ 5@ of qty)
8
3828
478.5
b) Supply for specials for above HDPE Pipe Item No-2 (Item No-4 @ 5@ of qty)
8
1848
231
Providing Cast Iron Detachable (C.I.D.) Joints to PVC Pipe/ Asbestos Cement Pressure Pipes and Plain Ended C.I. Specials of the following nominal diameter with Collar, Rubber Ring, Flanges, Bolts and Nuts complete including testing of Joints.
-
-
-
100 mm dia
10
4720
472
Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately)
-
-
-
100 mm dia
2
13206
6603
Providing and fixing spindle Fire Hydrant with 200 mm outlet complete with components (80 x 65 mm)
2
13660
6830
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required wil be paid separately) (150 mm dia)
2
13342
6671
Construction of Sluice Valve (S.V.), Air Valve Chamber (1.00x1.20x1.20m) internal size including excavation of foundation and concrete base with 1:4:8 (cement, coarse sand & 40 mm stone ballast) 15mm thick, M-150 B/W (1:4) cement, coarse sand including plaster 12mm thick 1:4 cement & coarse sand with neat cement finish, RCC cover 15 cm. thick in 1:1.5:3 (cement, coarse sand & 20 mm stone grit) complete in all respect as per LDA specifications.
4
50080
12520
(I) Rainwater harvesting system of size
-
-
-
1.46 m radius as follows
-
-
-
Part A-Well Work
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil (Rfs 2.1.1/20)
16.28
1670
102.58
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (Ref 4.1.8 /2020-21)
0.23
1237
5381.16
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (Ref 4.1.2 /2020-21)
0.91
5982
6588.88
Ist Class Brick work in 1:6(1 cement : 6 Coarse sand) mortar in foundation and plinth including supply of all materials labour t&p etc required for proper completion of the work. (Ref 6.1.2/2020-21)
4.33
24407
5634.14
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (Ref 5.9.1 /2020-21)
4.77
1477
309.78
Mild steel or iron in plain work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel and wastage hooks and overlapping. (SI.No.-504)
72
5760
80
S/F of sewer chamber RCC Main hole cover with frame etc all complete.
1
1440
1440
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil (Rfs 2.1.1/20)
11.85
1215
102.58
12 mm thick plaster with cement mortar in Proportion of 1:4 cement & Coarse sand including supply of all materials labour t&p etc required for proper completion of the work. (Ref 13.1.1/2020-21)
23.88
6741
282.29
Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm. in recharge pit, in the required thickness for all leads & lifts, all complete as per direction of Engineer-in-charge.
0.59
703
1192.67
Supplying, filling, spreading & leveling stone boulders of size range 5cm to 8 cm. in recharge pit, in the required thickness for all leads & lifts, all complete as per direction of Engineer-in-charge.
1.28
1555
1215.15
Supplying, filling, spreading & leveling stone boulders of size range 3mm to 5 mm. in recharge pit, in the required thickness for all leads & lifts, all complete as per direction of Engineer-in-charge.
1.28
1555
1215.15
Bore holes of 8 inches outer dia and 6 inches Dia of PVC pipes upto second aquifer (Approx. 80ft.) with gravel packing
3
86723
28907.85
Circular Geo-membrane
6.8
61200
9000
Total Cost of 120 Micro Injection well ( 6 inches Drilling dia and 10m deep )
10
100000
10000
Part-B (Laying of Pipe)
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil (Rfs 2.1.1/20)
64.37
6603
102.58
Supply, Laying,Carting & Jointing following dia of P.V.C. pipe all complete ( Analysed Rate )
-
-
-
( a ) 160 mm dia 6kg /m2
146
79132
542
( b ) 200 mm dia 10kg/m2
73
176879
2423
Supply & Stacking at site PVC Specials (Conforming to IS 7834-1975 Injection Moulding)
-
-
-
( a ) 160x160x110 mm dia Tee
6
5178
863
(b)Bend (160mm dia)
4
1660
415
© Coupler (160mm dia)
6
1620
270
Construction of chamber of Internal size 0.45mx0.45x0.45m with class 150 B/W in 1:4 cement and coarse sand morter base concrete 1:5:10 (1 cement : 5 coarse sand : 10 Brick ballast 40 mm size) 12mm thick plaster in 1:4 cement and coarse sand morter with neat finished and 8cm thick PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including R.C.C. Cover with 8.0cm thick including cost of all material, labour T&P etc required for proper completion of the work.(A/R)
20
53000
2650
Submersible Work
-
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia. (23.1.1.1)
360
201272
559.09
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & ccessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm ( 23.10.2)
110
127378
1157.99
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & ccessories, all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia. ( 23.11.2)
170
282315
1660.68
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. (PWD SOR 23.9/2020-21)
2
2211
1105.9
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. ( 23.12)
60
51428
857.14
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.6/)
9
10936
1215.15
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. ( 23.7/)
8
9721
1215.15
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. ( 23.8)
8
12794
1599.26
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia (P 23.13.2)
2
389
194.68
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. ( 23.14.2)
4
6379
1594.96
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia( 23.15.2)
4
1017
254.36
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 62.50 mm nominal inner dia Pipes (18.9.7)
270
357129
1322.7
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavatedearth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:.3 m & Avove 2.6.1)
22
3084
140.22
Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (PWD SOR 4.1.8/2020-21)
4
21524
5381.16
Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (PWD SOR 4.1.2/2020-21)
4
26355
6588.88
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks.(PWD SOR 504/2019-20)
3
24000
8000
KSB Pumpset 5 HP 3 Phase (Rate as per Price List 35626+10% CP)
4
125288
31322
L & T 5HP control pannel complete with Auto manual switch, single phasing.
4
28680
7170
Finolex cable 4 Sqmm
300
35400
118
Pumpset lowering & Lifting
2
16000
8000
Steel wire rope
250
9750
39
Kit Kat fuse unit 63A
8
2760
345
Arrengement of tractor trolly tankar with including driver & POL 4 Wheel etc all completed of work.
40
71720
1793
Reservewire Tank
-
-
-
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. PWD SOR 2.8.1/2020-21
180
37011
205.62
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (PWD SOR 4.1.8/2.20-21)
9
48430
5381.16
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (PWD SOR 5.1.2/2.20-21)
17
121477
7145.72
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 centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (PWD SOR 5.2.2/2.20-21)
21
180039
8573.32
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, huttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural ources). (5.3)
17
154509
9088.81
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level. as per
59
472000
8000
Foundations, footings, bases of columns, etc. for mass concrete
16
4956
309.78
Suspended floors, roofs, landings, balconies and access platform (PWD SOR 5.9.3/2.20-21)
66
48343
732.48
Columns, Pillars, Piers, Abutments, Posts and Struts
161
122260
759.38
Supply and Instalation & Testing Cromton Submersible Sewage Pump set 5 HP 3 Phase on discharge 1100 LPM (@ 33600.00 including GST )
2
62644
31322
L & T 5HP control pannel complete with Auto manual switch, single phasing.
2
14340
7170
Finolex cable 4 Sqmm
120
14160
118
Kit Kat fuse unit 63A
4
1380
345
S\E of 11 mt long . steel tubular pole 410 SP 55 grouted in 1:3:6 CC foundation complete with painting as per direction of E/I. at site. based on Analysis Rate
6
135516
22586
S\E of double pole structure with 2 nos. steel tubular pole 410 SP 55,11 mt long in 1:3:6 CC foundation including 2 nos. channel cross arms of 125mm x 75 mm (7.9 Kg/Mtr.) one no channel cross arms of 75mm x 40mm (6.8 Kg/Mtr.) 2 No. 50 x 50 x 6mm angle iron bracings with necessary nut bolts & packing pieces complete with painting as per direction of E/I. at site. based on Analysis Rate
1
54180
54180
Supplying of 50 mm X 8 mm M.S. flat iron pole top bracket/cross arm for single 11/22/33 KV over head line conductor complete with fixing clamps,bolts, nuts and washers drillin holes for insulator pins, bolts and nuts etc and painting with primer and finish paint as required. (DSR-13.3 ,2018)
5
2209
441.87
Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for two 11 KV over head line conductors complete with 50 mm X 50 mm X 6 mm (angle iron bracket welded to the channel iron and complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required.(DSR-13.4,2018)
2
2870
1435
Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg permetre) "V" shape cross arm for two 11 KV over head line conductors complete with 50 mm X 6mm M.S. flat iron clamps,bolts and nuts including drilling holes for insulator pins, bolts,nuts and washers etc (as per drawing) and painting with primer and finish paint as required.(DSR-13.5,2018)
5
6619
1323.87
supplying of 50mm x 50mm x5 mm size 1.80 mt long angle iron for G.I. Garding complite with 50x6 mm size M.S. clamp all complite as per Direction of E/Ic.
8
4752
594
Erection of pole top/ straight two wire/ V shape two wire, angle iron/ channel iron, cross arm on steel tubular/ rail/ PCC pole for11/22/33 KV as required (DSR-13.6,2018)
20
8132
406.62
Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.(DSR-13.10)
24
5900
245.87
Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts,washers etc. as required.(DSR_13.11)
12
9775
814.62
Supply & erection of overhead line with ACSR conductor on poles / service bracket including binding etc. complete in all respects.(PWD,SOR-627/2018)
200
52600
263
Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect(PWD,SOR-628/2018)
50
3300
66
Supply & erection of hexagonal / cradle type gaused of G.I. wire no. 8 to 4 SWG including binding etc. complete in all respect.(PWD,SOR-629/2018)
50
3300
66
Supply & erection of stay set at least 3.5 Metres away from the pole complete with galvanised 19 mm dia x1.80 Metre long stay rod, 30 cm x 30 cm x 6.3 mm anchor plate, thimble stay clamps, stay insulator, 19 mm x 600 double screw tightener, 7/4.00 mm G.I stay wire etc. in 1:3:6 cement concrete complete in all respect.(PWD,SOR-630/2018)
8
25680
3210
Painting of the electric pole with 2 coats of aluminium paint over red oxide primer complete in all respect.(PWD, SOR-634/2018)
6
1944
324
S/B of earth rod 20 mm dia 2.5 mt long including GI wire 7/16 SWG to connected earth rod and earth clamp on pole,3 mt long steel conduit to carry earth wire along the pole complite as per approved of E/Ic.(Approved Rate}
25
14125
565
Supplying and erection of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement,G.I. bolts, nuts, washers etc. as required.(DSR-13.13,2018)
1
2229
2229.5
S\E of 11 KV TPMO switches on poles including handle rod etc. complete in all respects as approved by E\I. (Previous Sanction Rate) (PS Rate)
1
11842
11842
S\E of 11 KV D.O. fuse set on poles complete in all respects as per approval of E\I. (Previous Sanction Rate) (PS Rate)
1
5241
5241
Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. (PWD SOR-725(A)/2018)
6
38700
6450
S\M suitable earthing of the natural / body of the transformer /D/F/ lightening arrester etc. with 600mm. x 600mm. x 6mm. G.I. plate buried vertically 6 mtr. below ground level of water level and surrounded by 150mm. thick alternate layers of carcoal and salt including 2 nos. leads of 7/8 SWH. G.S. stay wire in G.I.pipe of 40mm. dia as per direction and approval of E\I.(P.W.D. S.I.2018 Item No. 703)
6
32280
5380
Supply and Laying of 80 mm dia G.I. pipe for the purpose of cable on the run pole through this G.I. pipe from level as cable carrier pipe should be tied with 2Nos. 50x6mm flat iron clamp with pole as per direction of E/I as per Builders Friend April 2007
12
6666
555.5
Supply and fixing of 250 KVA, 11/0.433 KV, 3- Phase, 50 Cycles, ONAN cooled, Delta/Star (Dyn 11 Group), Copper Wound Transformer with first fill of Transformer Oil and standard fittings confirming to IS-1180/2014 having Energy Efficiency Level-II.( as per PCL approved) with all assessores etc. complete as per direction of E/Ic Make- MEI/ KOTSON (Analysis Rate)
1
579600
579600
Supply and fixing of 2 metres high cage fabricated with 3 mm thick expanded metal fixed on 50 mm x 50 mm x 6 mm angle iron frame having vertical members spaced at 1 to 1.25 mts. and horizontal members spaced at 1mt. The vertical members shall be grouted in floor and horizontal members in the wall to a depth of 300 mm with ends forked. The cage shall have 2000mm x 1000mm size one leaf door with locking device having door frame fabricated with 35mm x 35mm x 6mm angle iron and 3mm expanded metal duly fixed with the cage member with hinge etc. the cage shall be painted with red oxide primer and synthetic enamel paint. The job includes all materials, labour T & P etc. for proper completion of work. PWD, SOR-1142, 2018
50
63750
1275
Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. PWD, SOR-641/ 2018
15
247500
16500
Supply and fixing of LED Street light Fitting with mandatory driver set having dia cast aluminium body and lences suitable for 52 to 72 Watt. Confirming to IP 66 and above Protection having company LOGO Engraved complete in all respect including labour. CAT- AAA -6600-7920 system lumens,high power LED with lences ,110 lumen/watt,PF0.95,potted driver set (Not circuitary),Phase to Phase protection at 440 V & 300 V auto cut and restart feature with 5 year warrentee.(-1422,2018)
15
87150
5810
Supply and wiring of submains with 2 nos. 2.5 sq mm & with 1 no earth wire of 1.5 sq mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labour and T & P etc. required for proper completion of the work as directed by Engineer in charge.required for proper completion of the work as directed at site by Engineer in charge.(291)
150
10500
70
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
-
-
-
16 Sqmm 4 Core
500
171500
343
70 Sqmm 3.5 Core
360
220680
613
150 Sqmm 3.5 Core
180
172260
957
400 Sqmm 3.5 Core
30
61440
2048
Supply and fixing of plain or pin type copper tin plated cable socket (lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the E/Ic
-
-
-
16 sq. mm
12
252
21
70 sq. mm
32
2144
67
150 Sqmm
16
2336
146
400 Sqmm
16
9536
596
Supply and fixing of 40 amp TPN automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of timer switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. (807(F)/2018)
1
29300
29300
Construction of Solid B/W Transformer Plinth of size 1.5mx1.5mx1.25m above G.L.The top of the plinth shall be of RCC 15 cm thick with material & labour all complete as per direction of E/Ic. ( Rate Based on PWD schedule civil2019)
1
18400
18400
Supply and fixing of Main TPN distibution feeder piller box with 5Nos. 300Amp. Henley type 3 phase telise unit set .TPN pillar Box made with MS sheet Having Both side opening & locking arrangment vermium proof complite with painting over red oxide primer paint all complete as per direction of E/I.
1
30000
30000
Supply and laying of 3 core standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc.
-
-
-
70 sq. mm 3 core (-506(D))
150
137250
915
supplying and making 70 sqmm indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required all complite as per direction of E/Ic. (DSR-10.4.1/2018)
4
33860
8465
Supply & Installation of 125 A meter panel board suitable 415 V, 3 phase 4 wire 50 hz. Power distribution system, The board panel should be indoor, free standing, floor mounting,sheet metal clade, cubicle type , dead front,dust & vermin proof type design fabricated out of 18 SWG CRCA sheet steel ,complete with colour coded heat srinkable PVC insulated, tree phase aluminium bus bars & seperate earth bus bar of adequate cross section through out the length of the panel.The incoming & outgoing feeders shall be accommodated in a fully segrergated, modular multitier arrangement with adequate size & distinct cable alley, busbar alley/ chamber. The panel shall be complete with name plate, earthing, numbering, danger plate & suitable size plinth etc.as required and as per specifications and drawings. The panel shall with stand the fault level of 25 KA.Dimension of meter board should be 2100 mm x1425 mm x 250 mm. and Base channel of 125 X65 X 6 mm with 1 phase (2 x12 no). 24 Nos Energy meter panel boards connected along with -L shape or as per site requirement,1 No incomer MCCB 125 Amp 4 Pole complete in all respect as per direction and Approvel of E/Ic.
4
514080
128520
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