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Costs
EMD
₹ 27,83,754Document Cost
Refer DocumentsTender Fee
₹ 11,800
Summary
Kodumuru Vandanam Li Scheme Phase-ii Proposed On Right Bank Of 21st Mbc Of Nslc At Km 9.25 Near Velugumatla Village In
Description
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
546022Tender No
N I T. No: 10/2024-25, Dated:12-09-2024Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
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Documents
BOQ Items
Kodumuru Vandanam LI Scheme Phase II;Supply and Transportation of 100 KVA TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per IS:1180 OCTC with level - I with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes: Thota / Power Tech or equivalent
1
483693
483693
Kodumuru Vandanam LI Scheme Phase II;Supply, transportation and erection of 1000 KVA - 11KV/6600 V Copper wound distribution transformer, out door type, plinth mounted, oil cooled type, 1st filling of oil and manufactured in accordance with IS 2026 with standard fittings such as rated and terminal making plates, two earthing terminals, two lifting lugs etc., complete as per specification. ELEC 17.16.1 (h)
2
2566245
5132490
Kodumuru Vandanam LI Scheme Phase II;Supply and run of earth lead of 25mm x 3mm copper strip including cost of all acessories and all labour charges etc, complete for lightning arrestors .
30
1304
39120
Kodumuru Vandanam LI Scheme Phase II;Supply and run of earth lead of 50 mm x 6 mm copper strip including cost of all acessories and all labour charges etc, complete for transformer nuetral.
60
1304
78240
Kodumuru Vandanam LI Scheme Phase II;Supply and Run of earth lead of 50 x 6mm GI strip including cost of all accessories and all labour charges etc. complete for Transformer Body & DP structure.
180
123
22140
Kodumuru Vandanam LI Scheme Phase II;Providing independent earthing other important equipment with 40mm dia 'B' class 2.5m long GI pipe a enclosed with 450 mm dia hume pipe ring with suitable refinforced RCC slab cover duly providing staggered holes of 16 Nos. of 12mm dia to earth electrode filling salt and charcoal around 150mm from the bottom of the piping to the bottom of CC chamber, the connection from the electrode through GI strip of 25mm x 6mm x 200mm length provided with suitable size of 14 Nos. holes with GI washers, nuts, bolts and all labour charges etc., complete as per IS 3043.
10
6635
66351
Kodumuru Vandanam LI Scheme Phase II;Supply and erecting AAA conductor of size 1 of 7/ 3.15 mm complete erected for over head line with stringing, binding with proper size of aluminium conductor for binding and suitable size of PG clamps for jumpering etc. complete for extension of 11 KV line. ( 149.2 Kgs / KM )
90
46
4228
Kodumuru Vandanam LI Scheme Phase II;Supply and run of one of "0" SWG (or 8.25mm dia) hard drawn bare copper wire including copper binding wire etc., complete as required inlcuding connections as required. ( 8.23 mm dia, 473 grams per meter )
42
1304
54781
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Stay set with guy insulator, anchor rod, bow, eyebolt CC (1:3:6) including excavation of pit, back filling including cost and conveyance of all materials labour etc., complete.
6
2462
14772
Kodumuru Vandanam LI Scheme Phase II;Supply, transportation and fixing of 11 KV, 5 KA distribution typelighting arrestors etc., complete as required with connections.
4
7612
30449
Kodumuru Vandanam LI Scheme Phase II;Supply, transportation and fixing of 11 KV Horn Gap (H.G.) fuse set and MS channel base with bolts and nuts etc. with metal parts etc. complete .
3
6902
20706
Kodumuru Vandanam LI Scheme Phase II;Supply, fixing, testing and commissioning of 11 KV 400A 3 pole gang operated disconnected AB switch suitable for horizontal mounting complete with operating handle and connecting rod (30mm dia)
5
12463
62318
Kodumuru Vandanam LI Scheme Phase II;Supply and erecting 11 KV Pin type insulator complete erected for over head line cross arm with suitable hard ware etc. complete.
18
409
7362
Kodumuru Vandanam LI Scheme Phase II;Supply and erecting 11 KV Disc type insulator complete erected for over head line cross arm with suitable hard ware etc. complete.
6
795
4772
Kodumuru Vandanam LI Scheme Phase II;Supply and erection of six pole structure of total height of 10 mtrs complete consisting of 6 nos ISMB 175/85 RS jiosts with base plate , 18 nos of 100 mm X 50mm X 6 mm Channels of 3.30 mtrs length , 4 nos of 100 mm X 50mm X 6mm channels of 1.50 mtrs , 4 nos of 65mmX65mmX6mm angles of 2.00 mtrs length, 6 nos of 65mmX65mmX6mm angles of 4.50 mtrs length and suitable clamps, nuts and bolts etc, complete including painting of all metal parts with two coats of aluminium paint etc, completeincluding cost and conveyence of all materials and labour charges complete job as per site condition
1
324541
324541
Kodumuru Vandanam LI Scheme Phase II;Supply , Fabrication, Transportation and fixing of Box type RS Joist pole made with 2 Nos 175X85 mm ( ISMB Modified ) or equivalent about 30'-0 length / 9.1 mtrs length poles welded together including excavation of pit, coil earthing, Special T&P, painting of Pole with 1 coat of Red oxide and 2 coats of alluminium paint, CC 1:3:6 upto ground and 1:2:4 for Couping work, 200A AB Switch, HG fuse sets, required angle iron channels, clamps, nuts and bolts, 11KV pin insulators, 2Nos GI pipe earthings as per the IS with brick massonry chamber including labour and transportation charges etc., complete. SSR ELEC-8.16.5
1
99811
99811
Kodumuru Vandanam LI Scheme Phase II;Supplying and fixing galvanised Steel Barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.) for Fencing, For 8 Rows, For two diagonals 20 bays
587.2
16
9395
Kodumuru Vandanam LI Scheme Phase II;Supply and spreading of 40 mm HBG metal for a thickness of 100 mm including cost and conveyance of all materials, labour charges, etc., for Transformer Yard, Less Transformer Plinth, Less Poles size
19
1502
28551
Kodumuru Vandanam LI Scheme Phase II;Supply and Fixing of MS gate size 1.20 x1.50
1
8601
8601
Kodumuru Vandanam LI Scheme Phase II;Supply and Fixing of MS gate size 3.60 x1.50
2
23717
47434
Kodumuru Vandanam LI Scheme Phase II;Supply and Fixing of Angles for fencing posts of size 50X50X6 mm of height 2.70 mt for a) For Fencing, b) For cross supports
26
115
2998
Kodumuru Vandanam LI Scheme Phase II;Plastering with CM (1:3), 12 mm thick. a) Transformer plinth top, b) Gate pillars all sides, c) Gate Pillars top
12.6
193
2441
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) for a) for Transformer plinth
12.15
8688
105565
Kodumuru Vandanam LI Scheme Phase II;Brick Masonry with cement mortar (1:5) prop. Using second class bricks traditional size 23 x 11 x 7 cms initial lead upto 1 Km for a) Two Gate Pillars
1.2
8868
10642
Kodumuru Vandanam LI Scheme Phase II;Raised pointing with CM (1:3) 15mm wide and 8mm depth to RR masonry in basement initial lead upto 1 Km for a) Long walls out side, b) Short walls out side
9
116
1049
Kodumuru Vandanam LI Scheme Phase II;Random Rubble stone masonry in CM (1:6) using hard stone for foundation and basement initial lead upto 1 Km a) Long walls , b) Short Walls
16
4068
65098
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for a) for 8 poles Bed Concrete,b) for 8 poles, a) Bed on transformer plinth c) Long walls, d) Short Walls, e) for Transformer plinth b) DP Poles coping
16
6283
100536
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation and depositing on banks for a) for 8 poles, b) Long walls, c) Short Walls, d)for plinth
40
124
4960
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft, b)for well steining. OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12..
12150
75
911250
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum)a)for well steining, b)for baffle wall OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
90
8688
781965
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
72
7848
565070
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
72
6283
452412
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
72
568
40903
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
558.05
124
69198
Kodumuru Vandanam LI Scheme Phase II;Carting of surplus earth for a distance of 1 Km for a) 250 mm dia
274
43
11974
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of MS pipe and specials for a) 250 mm dia
365
155
56758
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of PN 16 Single Chamber DI Air Valve with Body and cover in Ductile Iron for 200 mm dia
1
76908
76909
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 250 mm dia
1
84667
84668
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. for a) 250 mm dia of K7
3200
3879
12414080
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. for a) 250 mm dia
1440
568
818064
Kodumuru Vandanam LI Scheme Phase II;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Depth upto 3 m for a) 250 mm dia.
1680
124
208320
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft ,b)for well steining OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 15.
675
75
50625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining,b)for baffle wall OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 15.
5
8688
43443
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 15.
4
7848
31393
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 15.
4
6283
25134
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 15.
4
568
2272
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 15.
31
124
3844
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft ,b)for well steining OF INTERMEDIATE WELLS 2.90 M DIA DC- 14.
975
75
73125
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum)a)for well steining, b)for baffle wall, c)Deduct for outlet Pipe OF INTERMEDIATE WELLS 2.90 M DIA DC- 14.
7
8688
60820
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 2.90 M DIA DC- 14.
6
7848
47089
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 2.90 M DIA DC- 14.
6
6283
37701
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. OF INTERMEDIATE WELLS 2.90 M DIA DC- 14.
6
568
3409
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.90 M DIA DC- 14.
48
124
5952
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft b)for well steining OF INTERMEDIATE WELLS 3.60 M DIA DC - 13.
1275
75
95625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum)a)for well steining b)for baffle wall, c)Deduct for outlet Pipe OF INTERMEDIATE WELLS 3.60 M DIA DC - 13.
9
8688
78197
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)OF INTERMEDIATE WELLS 3.60 M DIA DC - 13.
8
7848
62786
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 3.60 M DIA DC - 13.
8
6283
50268
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 3.60 M DIA DC - 13.
8
568
4545
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 3.60 M DIA DC - 13.
67
124
8308
Kodumuru Vandanam LI Scheme Phase II;Carting of surplus earth for a distance of 1 Km for a)600 mm dia, b) 450 mm dia, c) 350 mm dia
577
43
25215
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of MS pipe and specials for a)600 mm dia, b) 450 mm dia, c) 350 mm dia
3143
155
488737
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of PN 16 Single Chamber DI Air Valve with Body and cover in Ductile Iron For 150 mm dia
3
70225
210676
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of PN 16 Single Chamber DI Air Valve with Body and cover in Ductile Iron For 200 mm dia
3
76908
230726
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve PN 20 With spur gear arrangement Class 150 for c) 350 mm dia
1
138888
138889
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve PN 20 With spur gear arrangement Class 150 for b) 450 mm dia
1
296008
296009
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve PN 20 With spur gear arrangement Class 150 for a) 600 mm dia
1
392140
392141
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. c) 350 mm dia K7
1021
6288
6420354
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. b) 450 mm dia K7
665
9036
6009140
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. a)600 mm dia K7
1433
14336
20543631
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. for a) 600 mm dia, b) 450 mm dia, c) 350 mm dia.
2033
568
1154947
Kodumuru Vandanam LI Scheme Phase II;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Depth upto 3 m for a)600 mm dia, b) 450 mm dia, c) 350 mm dia
3388
124
420112
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft, b)for well steining. OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12..
675
75
50625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum)a)for well steining, b)for baffle wall OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
5
8688
43443
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
4
7848
31393
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
4
6283
25134
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
4
568
2272
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 12.
31
124
3844
Kodumuru Vandanam LI Scheme Phase II;Carting of surplus earth for a distance of 1 Km for a) 300 mm dia
61
43
2666
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of MS pipe and specials for g) 300 mm dia
392
155
60956
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of PN 16 Single Chamber DI Air Valve with Body and cover in Ductile Iron 150 mm dia
1
70225
70225
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 300 mm dia
1
103893
103894
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. for a) 300 mm dia of K7
709
5037
3571233
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. for a) 300 mm dia
383
568
217582
Kodumuru Vandanam LI Scheme Phase II;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Depth upto 3 m for a) 300 mm dia
447
124
55428
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft b)for well steining
600
75
45000
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining,b)for baffle wall
4
8688
34754
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
4
7848
31393
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
4
6283
25134
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.
4
568
2272
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks
25
124
3100
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft b)for well steining OF INTERMEDIATE WELLS 2.10 M DIA DC - 10.
675
75
50625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wallc)Deduct for outlet Pipe OF INTERMEDIATE WELLS 2.10 M DIA DC - 10.
5
8688
43443
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)OF INTERMEDIATE WELLS 2.10 M DIA DC - 10.
4
7848
31393
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)OF INTERMEDIATE WELLS 2.10 M DIA DC - 10.
4
6283
25134
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 2.10 M DIA DC - 10.
4
568
2272
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.10 M DIA DC - 10.
30
124
3720
Kodumuru Vandanam LI Scheme Phase II;Carting of surplus earth for a distance of 1 Km for a) 300 mm dia
74
43
3234
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of MS pipe and specials for g) 300 mm dia
784
155
121912
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of PN 16 Single Chamber DI Air Valve with Body and cover in Ductile Iron for 150 mm dia
2
70225
140451
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 300 mm dia
2
103893
207787
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. for a) 300 mm dia of K7.
870
5037
4382190
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. for a) 300 mm dia
470
568
267007
Kodumuru Vandanam LI Scheme Phase II;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Depth upto 3 m for a) 300 mm dia.
692
124
85808
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft , b)for well steining OF INTERMEDIATE WELLS 0.8 M DIA TEDC - 9.
300
75
22500
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wall OF INTERMEDIATE WELLS 0.8 M DIA TEDC - 9.
2
8688
17377
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 0.8 M DIA TEDC - 9.
2
7848
15696
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 0.8 M DIA TEDC - 9.
2
6283
12567
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m OF INTERMEDIATE WELLS 0.8 M DIA TEDC - 9.
2
568
1136
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 0.8 M DIA TEDC - 9.
14
124
1736
Kodumuru Vandanam LI Scheme Phase II;Carting of surplus earth for a distance of 1 Km for 300 mm dia
54
43
2360
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of MS pipe and specials For 300 mm dia
392
155
60956
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of Single Chamber PN 16 DI Air Valve with Body and cover in Ductile Iron for 150 mm dia
1
70225
70225
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 300 mm dia
1
103893
103894
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. For a) 300 mm dia of K7
633
5037
3188421
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.For a) 300 mm dia
342
568
194290
Kodumuru Vandanam LI Scheme Phase II;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Depth upto 3 m For a) 300 mm dia
349
124
43276
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) for R&B Road crossing a) DC 6 to DC 7 for crossing of 400MM Dia DI pipe b)DC 13 to DC 14 for crossing of 400MM Dia DI pipe
45
8688
390982.5
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft, b)for well steining. OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 8.
675
75
50625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum)a)for well steining, b)for baffle wall OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 8.
5
8688
43443
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 8.
4
7848
31393
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 8.
4
6283
25134
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 8.
4
568
2272
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.20 M DIA TEDC- 8.
31
124
3844
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft, b)for well steining OF INTERMEDIATE WELLS 2.80 M DIA DC-7.
975
75
73125
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wall, c)Deduct for outlet Pipe OF INTERMEDIATE WELLS 2.80 M DIA DC-7.
7
8688
60820
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 2.80 M DIA DC-7.
6
7848
47089
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)OF INTERMEDIATE WELLS 2.80 M DIA DC-7.
6
6283
37701
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 2.80 M DIA DC-7.
6
568
3409
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 2.80 M DIA DC-7.
45
124
5580
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft, b)for well steining OF INTERMEDIATE WELLS 3.20 M DIA DC-6.
1125
75
84375
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum)a)for well steining, b)for baffle wall, c)Deduct for outlet Pipe OF INTERMEDIATE WELLS 3.20 M DIA DC-6.
8
8688
69508
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 3.20 M DIA DC-6.
7
7848
54937
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 3.20 M DIA DC-6.
7
6283
43985
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 3.20 M DIA DC-6.
7
568
3977
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 3.20 M DIA DC-6.
55
124
6820
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft b)for well steining OF INTERMEDIATE WELLS 4.50 M DIA DC-5.
1950
75
146250
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wall, c)Deduct for outlet Pipe 1, d) Deduct for outlet Pipe 2 OF INTERMEDIATE WELLS 4.50 M DIA DC-5.
14
8688
121639
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)OF INTERMEDIATE WELLS 4.50 M DIA DC-5.
12
7848
94178
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 4.50 M DIA DC-5.
12
6283
75402
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 4.50 M DIA DC-5.
12
568
6817
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 4.50 M DIA DC-5.
138
124
17112
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft b)for well steining OF INTERMEDIATE WELLS 5.50 M DIA DC-4.
2850
75
213750
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wall c)Deduct for outlet Pipe 1, d)Deduct for outlet Pipe 2 OF INTERMEDIATE WELLS 5.50 M DIA DC-4.
23
8688
199836
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 5.50 M DIA DC-4.
15
7848
117723
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 5.50 M DIA DC-4.
15
6283
94253
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.OF INTERMEDIATE WELLS 5.50 M DIA DC-4.
15
568
8522
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 5.50 M DIA DC-4.
151
124
18724
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement a)for raft , b)for well steining OF INTERMEDIATE WELLS 5.60 M DIA DC-3.
3075
75
230625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wall, c)Deduct for outlet Pipe 1
25
8688
217213
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 5.60 M DIA DC-3.
16
7848
125571
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 5.60 M DIA DC-3.
16
6283
100536
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. OF INTERMEDIATE WELLS 5.60 M DIA DC-3.
16
568
9090
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 5.60 M DIA DC-3.
174
124
21576
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement, a) for raft b) for well steining OF INTERMEDIATE WELLS 6.10 M DIA DC-2
3450
75
258750
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) a)for well steining, b)for baffle wall,Deduct c)for outlet Pipe 1, Deduct d)for outlet Pipe 2 OF INTERMEDIATE WELLS 6.10 M DIA DC-2
27
8688
234590
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) OF INTERMEDIATE WELLS 6.10 M DIA DC-2
19
7848
149116
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) OF INTERMEDIATE WELLS 6.10 M DIA DC-2
19
6283
119387
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. OF INTERMEDIATE WELLS 6.10 M DIA DC-2
19
568
10794
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks OF INTERMEDIATE WELLS 6.10 M DIA DC-2
189
124
23436
Kodumuru Vandanam LI Scheme Phase II;Supplying, fitting and placing HYSD bar reinforcement for raft , for well steining For INTERMEDIATE WELLS 6.50 M DIA DC-1
3675
75
275625
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--65:35, FA : 0.40 cum) for well steining, for baffle wall, Deduct for outlet Pipe 1, Deduct for outlet Pipe 2 For INTERMEDIATE WELLS 6.50 M DIA DC-1
29
8688
251967
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) For INTERMEDIATE WELLS 6.50 M DIA DC-1
20
7848
156964
Kodumuru Vandanam LI Scheme Phase II;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)For INTERMEDIATE WELLS 6.50 M DIA DC-1
20
6283
125670
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. For INTERMEDIATE WELLS 6.50 M DIA DC-1
20
568
11362
Kodumuru Vandanam LI Scheme Phase II;Earth work excavation in all kinds of soils and depositing on banks For INTERMEDIATE WELLS 6.50 M DIA DC-1
186
124
23064
Kodumuru Vandanam LI Scheme Phase II;Carting of surplus earth for a distance of 1 Km
4741
43
207182
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of MS pipe end specials for
12113
155
1883572
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron PN 16 for 150 mm dia
2
70225
140451
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron PN 16 for 200 mm dia
4
76908
307635
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron PN 16 for 300 mm dia
10
123417
1234174
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 300 mm dia
1
103893
103894
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 400 mm dia
1
265794
265795
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 500 mm dia
1
345447
345447
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 750 mm dia
1
804987
804987
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 900 mm dia
2
1093389
2186779
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 1000 mm dia
1
1395524
1395524
Kodumuru Vandanam LI Scheme Phase II;Supply and fixing of Sluice valve Pin 16 With spur gear arrangement Class 150 For 1100 mm dia
1
1505390
1505391
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. For g) 300 mm dia of K7
360
5037
1813320
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. For f) 400 mm dia of K7
453
7546
3418474
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. For e) 500 mm dia of K7
722
10751
7762366
Kodumuru Vandanam LI Scheme Phase II;Centrifugally cast (Spun) Ductile Iron pressure pipes for water , gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9/K7 suitable for push-onjoint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation & taxes. For d) 750 mm dia K7
1042
21077
21962651
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of M.S Pipes conforming to S3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at Each end of the pipes For c) 900 mm dia of 8mm Thick
1618
25091
40598209
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of M.S Pipes conforming to S3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at Each end of the pipes For b) 1000 mm dia of 8mm Thick
1182
27811
32873666
Kodumuru Vandanam LI Scheme Phase II;Manufacture, supply and delivery of M.S Pipes conforming to S3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at Each end of the pipes For a) 1100 mm dia of 10mm Thick
1482
35437
52518820
Kodumuru Vandanam LI Scheme Phase II;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m. for a) 1100 mm dia, b) 1000 mm dia, c) 900 mm dia, d) 750 mm dia, e) 500 mm dia, f) 400 mm dia, g) 300 mm dia.
5890
568
3346109
Kodumuru Vandanam LI Scheme Phase II;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Depth upto 3 m for a) 1100 mm dia, b) 1000 mm dia, c) 900 mm dia, d) 750 mm dia, e) 500 mm dia, f) 400 mm dia, g) 300 mm dia.
11912
124
1477088
Kodumuru Vandanam LI Scheme Phase II;Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.
84379
2
202510
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