Irrigation And CAD Department Tender
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Irrigation And CAD Department Tender
Civil And Construction
Excavation
Opening Date7 Mar 2025
Closing Date21 Mar 2025
Tender Amount₹ 3,00,08,58,880
Costs
EMD
₹ 3,00,08,588Document Cost
Refer DocumentsTender Fee
₹ 29,500
Description
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Contact
Tender Id
579981Tender No
09 SE/IC MALL/2024-25,Dt:06.03.2025Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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BOQ TUNNEL 1;Providing, fabricating and fixing in position permanent structural steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
766
128940
98768653
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BOQ TUNNEL 1;Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.
43000
1498
64414000
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BOQ TUNNEL 1;Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel bypercussion drilling using waggon drill or other suitable drilling equipment including cost of allmaterials, machinery, labour, ventilation, lighting, drainage etc., complete.
3000
486
1459500
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BOQ TUNNEL 1;Grouting cement slurry in grout holes under specified pressure for consolidation / contactgrouting including cost of all materials, machinery, labour, redrilling wherever necessary,ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 kmand all lifts.
4147
12140
50346654
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BOQ TUNNEL 1;Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jackhammer or stooper drills as directed to specified depth for consolidation / contact groutingincluding cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, drainageand all other ancillary operations etc., complete.
51677
562
29042474
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BOQ TUNNEL 1;Providing, fabricating and placing in position reinforcement steel for tunnel RCC works including cleaning,straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour, machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.
1987
86209
171298078
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BOQ TUNNEL 1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for sides and arch lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
56814
7600
431820488
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BOQ TUNNEL 1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard,graded aggregates crushed from tunnel muck for kerb and bed lining including cost of allmaterials, machinery, labour, formwork, batching, mixing, conveying upto placing point inagitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
15000
7425
111385500
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BOQ TUNNEL 1;Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh 100 x 100x5mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts,centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as perspecification and as directed by Engineer-in-Charge
48619
1759
85540269
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BOQ TUNNEL 1;Excavation for adit by tunnelling methods in all types of rock including cost of all materials,machinery, labour,scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside aditupto specified dump area and all other ancillary operations etc., complete with initial lead upto 1km and all lifts.
9893
2442
24160685
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BOQ TUNNEL 1;Excavation for tunnel by heading and benching tunnelling methods including excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) for roof before benching including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainageremoving and hauling excavated muck outside tunnel upto specified dump area and all other ancillary operationsetc., complete with initial lead upto 1 km and all lifts.
149734
2647
396435738
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BOQ TUNNEL 1;Excavation for tunnel by tunnelling methods in rock not requiring supports including cost of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc.,complete with initial lead upto 1 km and all lifts.
139767
2500
349543290
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BOQ TUNNEL 1;Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seatingembankment etc., including levelling bed by removing all projections by hammering / chiselling,cost of all materials, machinery, labour, placing the excavated rock neatly in approved dumparea and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts.
40174.13
407
16383012
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BOQ TUNNEL 1;Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides torequired level and profile, cost of all materials, machinery, labour, placing the excavated soilneatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts.for canal
17217.49
132
2283039
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BOQ CM CD1;Painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts. (Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting)
1510
629
950545
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BOQ CM CD1;Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts.
1510
303
458587
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BOQ CM CD1;fabrication, supply, erection, testing and commissioning of adequate capacity Class- II type moving gantry crane consisting of rail mounted gantry frame, top platform with hand railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice /canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
115
296484
34095729
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BOQ CM CD1;Design, fabrication, supply, erection, testing and commissioning of adequate capacity ropedrum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc.,with all accessories for operating river sluice / canal sluice service gate including cost ofall materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
87
87615
7622575
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BOQ CM CD1;Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes, rubber seals, clamps etc., with all accessories including cost of all materials, machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
161
190100
30606100
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BOQ CM CD1;Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials, machinery, labour, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
62
226198
14024276
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BOQ CM CD1;Providing, fabricating and placing in position reinforcement steel bars for RCC works includingcleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with initial lead upto 50 and all lifts.
1153
72575
83678975
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BOQ CM CD1;Providing semi-pervious / pervious casing embankment using soil from approved dump areain layers of 25 cm before compaction including cost of all materials, machinery, labour,all operations such as re-excavation, sorting out, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting each layer to density control ofnot less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. ( For Gravel Backing Under APRONS)
13972
139
1951888
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BOQ CM CD1;Providing and laying150mm thick insitu vibrated M-15 (28 days cube compressive strength-notless than 15.00 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard,graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver including cost of all materials mechinery labour batching mixing placing in positionforming contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with 1km lead & all lifts.(43 Gr Cement content: 300 kg /cum (45 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.44 cum equivalent concrete volume:132 cum including the extra quantity of concrete for curvatures and bends etc.,)
1429
4766
6811614
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BOQ CM CD1;Providing and constructing protective railing consisting of in-situ railing posts of size 15 x15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 gradeconcrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mmdia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primerand two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,finishing, curing etc., complete with lead upto 50 m and all lifts.
69
1565
108020
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BOQ CM CD1;Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with allleads and lifts.
720
253
182520
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BOQ CM CD1;Supply and fixing of 310mm wide PVC water stopper including cost of all materials, labour, finishing etc., complete
299
545
163075
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BOQ CM CD1;Providing and fixing 12 mm Mastic pad in expansion joints including cost conveyance and all labour charges for fixing etc., complete for finished item of work
330
537
177243
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BOQ CM CD1;Supplying, Fitting and fixing in position true to line and level Elastomeric Neoprene Bearing of sizes 320 x 200 x 33 & 400 x 250 x 39 mm confirming to IRC:83 (Part - II) section IX and clause 2005 of MoRT&H specifications complete including all accessories as per drawings and Technical specifications and as per MoRT&H Specification No.2000 & 2200.
1105920
1
1216512
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BOQ CM CD1;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 deck slab & kerb 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.. (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)
1034
10619
10980046
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BOQ CM CD1;Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 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 Pedastal
110
6472
711997
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BOQ CM CD1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 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)
2280
6472
14757756
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BOQ CM CD1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 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)
1265
6472
8187966
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BOQ CM CD1;Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete ( rubble stones : 0.33 cum/sqm)
541
852
461311
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BOQ CM CD1;Providing semi-pervious / pervious casing hearting embankment using soil collected inheaps in embankment area as part of disposal of excavated soil from canal including cost ofall materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
8131
89
726098
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BOQ CM CD1;Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, gradedaggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othereside of canal etc., complete with initial lead upto 1 Km and all lifts.(43 Gr Cement content: 300 kg /cum (30 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:88 cum including the extra quantity of concrete for curvatures and bends etc.,)
653
5603
3659020
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BOQ CM CD1;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar 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)
34
5385
183117
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BOQ CM CD1;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 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: 280 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)
188
6188
1163494
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BOQ CM CD1;Providing and laying insitu M- 35 ( 28 days cube compressive strength not less than 35 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand 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)
621
5385
3344582
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BOQ CM CD1;Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 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)
92
6472
595488
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BOQ CM CD1;Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand 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)
22
5385
118488
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BOQ CM CD1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for deck slab & kerb 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. (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)
1043
10619
11075617
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BOQ CM CD1;Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for troughs 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. (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)
988
8141
8043703
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BOQ CM CD1;Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for deck slab & kerb 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. (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)
956
10619
10151764
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BOQ CM CD1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery,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)
1625
9088
14768000
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BOQ CM CD1;Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand 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)
466
5385
2509783
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BOQ CM CD1;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 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 Bed Blocks
558
6472
3611767
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BOQ CM CD1;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)
1873
6472
12123367
... More
BOQ CM CD1;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)
665
6472
4304346
... More
BOQ CM CD1;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 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: 280 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)
4511
5677
25608947
... More
BOQ CM CD1;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 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: 310 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)
12677
5732
72668367
... More
BOQ CM CD1;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates 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: 260 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 POROUS PANELS/PROFILE WALLS
3396
5318
18062305
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BOQ CM CD1;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates 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: 260 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 POROUS PANELS/PROFILE WALLS
423
5318
2249810
... More
BOQ CM CD1;Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in specified dump area or stack yard as directed etc., complete withinitial lead upto 50 m and initial lift upto 3 m.
34921
842
29420943
... More
BOQ CM CD1;Excavation in ordnary rock without blasting for foundations of canal cross drainageand other appurtenant structures and placing the excavated 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.
4370
157
689149
... More
BOQ CM CD1;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
23438
124
2906312
... More
BOQ MC1;Providing semi-pervious / pervious casing hearting embankment using soil collected inheaps in embankment area as part of disposal of excavated soil from canal including cost ofall materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water. for Formation of Dowel Banks
2697
27
74141
... More
BOQ MC1;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates 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: 260 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 POROUS PANELS/PROFILE WALLS
253
5318
1345631
... More
BOQ MC1;Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othereside of canal etc., complete with initial lead upto 1 Km and all lifts.(43 Gr Cement content: 300 kg /cum (30 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:88 cum including the extra quantity of concrete for curvatures and bends etc.,)
270
5603
1512918
... More
BOQ MC1;Providing semi-pervious / pervious casing hearting embankment using soil collected inheaps in embankment area as part of disposal of excavated soil from canal including cost ofall materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
32479
179
5833228
... More
BOQ MC1;Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seatingembankment etc., including levelling bed by removing all projections by hammering / chiselling,cost of all materials, machinery, labour, placing the excavated rock neatly in approved dumparea and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts.
1317976
407
537470613
... More
BOQ MC1;Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts
57157
280
16015391
... More
BOQ MC1;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. For canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc.,complete with lead upto 1 km and all lifts.
263708
180
47493811
... More
BOQ MC1;Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seatingof embankment for field channels etc., including dressing of bed and sides to required profile,cost of all materials, machinery, labour, placing the excavated stuff for formation of serviceroad / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.for catch water drain
1665
72
119880
... More
BOQ MC1;Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides torequired level and profile, cost of all materials, machinery, labour, placing the excavated soilneatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts.for canal
710811
132
94253539
... More
BOQ MC1;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.
66600
2
159840
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