Irrigation And CAD Department Tender
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Irrigation And CAD Department Tender
Irrigation Work
Opening Date27 Jan 2025
Closing Date16 Feb 2025
Tender Amount₹ 56,23,17,752
Costs
EMD
₹ 56,23,177Document Cost
Refer DocumentsTender Fee
₹ 29,500
Description
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Contact
Tender Id
572212Tender No
08 SE/IC MALL/2024-25,Dt:24.01.2025Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
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Documents
BOQ Items
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Pillaipally canal;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge.
6600
50
332640
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Pillaipally canal;Providing, Laying, Spreading and compacting graded HBG/HBT crushed stone aggregate to Wet Mix macadam specification including cost, (excluding seigniorage) of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
1688
2218
3745503
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Pillaipally canal;Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
1396
1997
2788650
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Pillaipally canal;Supplying & fixing of R,C.C.M15 Guard Stones of size 900mm X 200mm X 200mm and painting including cost & conveyance of all materials, labour charges etc.,complete.
1322
1113
1472047
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Pillaipally canal;Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
264
1513
399458
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Pillaipally canal;Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
66
1900
125433
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Pillaipally canal;Supply of 310mm PVC Water stopper as directed by the Engineer- in- Charge.
419.5
545
228795
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Pillaipally canal;Laying and jointing 300mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50m and all lifts. ( Cement content: 9.9 kg/joint, FA: 0.01 cum/joint, Hemp Yarn: 0.091 kg/joint) as directed by the engineer-in-charge
56
501
28106
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Pillaipally canal;Manufacturing, Supplying & delivery of 300mm dia RCC NP2 Plain ended pipes of including cost of conveyance of all materials and laying & fixing of in position etc., complete as directed by the Engineer-in-charge.
175
607
106313
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Pillaipally canal;Laying and jointing 450mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50m and all lifts. (Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint) as directed by the engineer-in-charge
8
564
4515
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Pillaipally canal;Manufacturing, Supplying & delivery of 450mm dia RCC NP2 Plain ended pipes of including cost of conveyance of all materials and laying & fixing of in position etc., complete as directed by the Engineer-in-charge.
30
1112
33366
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Pillaipally canal;Laying and jointing 600mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50m and all lifts. (Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint) as directed by the engineer-in-charge
8
720
5765
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Pillaipally canal;Manufacturing, Supplying & delivery of 600mm dia RCC NP2 Plain ended pipes of including cost of conveyance of all materials and laying & fixing of in position etc., complete as directed by the Engineer-in-charge.
30
1822
54669
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Pillaipally canal;Laying and jointing 900mm dia NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with all leads and lifts ( Cement content: 44.60 kg/joint, FA: 0.01 cum/joint, Hemp yarn:0.34 kg/joint) as directed by the engineer-in-charge
148
1064
157502
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Pillaipally canal;Manufacturing, Supplying & delivery of 900mm dia RCC NP3 Plain ended pipes of including cost of all materials and laying & fixing of in position etc., complete as directed by the Engineer-in-charge.
737.5
7446
5491794
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Pillaipally canal;Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with initial lead upto 50 and all lifts. for the finished item of work as directed by the Engineer-in-Charge.
377585.76
72
27412726
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Pillaipally canal;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 all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
535.7
633
339527
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Pillaipally canal;Supply of expansion joint filler board conforming t IS: 1838 for buildings,colomns, beams, and slabs 20mm THICK etc., complete including all leads and lifts for the finished item of work as directed by the Engineer-in-charge.
681.87
386
263406
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Pillaipally canal;Providing and laying 75 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 other side of canal etc., complete with initial lead upto 1 km and all lifts. for the finished item of work as directed by the Engineer-in-Charge.
749.59
521
390761
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Pillaipally canal;Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates 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) the finished item of work as directed by the Engineer-in-Charge.
54.14
6268
339350
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Pillaipally canal;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb 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 the finished item of work as directed by the Engineer-in-Charge.
272.83
11501
3137872
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Pillaipally canal;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, graded aggregates 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) for the finished item of work as directed by the Engineer-in-Charge.
872.39
6268
5468141
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Pillaipally canal;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb 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 the finished item of work as directed by the Engineer-in-Charge.
4443.97
11501
51110988
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Pillaipally canal;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates 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) including all leads & lifts as directed the Engineer-in-charge
20170.67
6581
132745196
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Pillaipally canal;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 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, scaffolding, 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) including all leads & lifts as directed the Engineer-in-charge
14006.37
6218
87101413
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Pillaipally canal;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) including all leads & lifts as directed the Engineer-in-charge
5240.08
5873
30776562
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Pillaipally canal;Dismantling stone masonary, clearing away and carefully stacking materials useful for reuse including labour charges and all incidential charges etc., complete as per specifications including all leads and lifts as directed by the engineer-in-charge for finished item of work
4449.68
720
3205105
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Pillaipally canal;Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to 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 initial lead upto 1 Km and all lifts as directed the Engineer-in-charge
63294.29
303
19178170
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Pillaipally canal;Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc., complete with initial lead upto 1 Km and all lifts by the Engineer-in-charge
67883.32
697
47355404
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Pillaipally canal;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 initial lead upto 1 Km and all lifts by the Engineer-in-charge.
80636.75
280
22594417
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Pillaipally canal;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 initial lead upto 1 Km and all lifts by the Engineer-in-charge.
103730.51
180
18681865
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Pillaipally canal;Excavation for Structures-Mechanical means (Data adopted from MORTH) Earth work Excavation in all kinds of soils for foundations of structures as per drawing and technical specification, including setting out, construciton of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as directed by the Engineer-in-charge.
33053.14
124
4098589
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Pillaipally canal;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 to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment complete with initial lead upto 1 Km and all lifts as directed by the Engineer-in-charge.
636107.58
132
84347865
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Pillaipally canal;Clearing thin jungle growth ( less 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 including all leads and lifts as directed by the Engineer-in-charge.
191430
3
708291
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