Irrigation And CAD Department Tender
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Description
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Contact
Tender Id
470233Bid Award Id
ViewTender No
NIT 31/2023-24 Dt 30-09-2023Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
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BOQ Items
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CD Markapally;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts. as per Drawing or as directed by Engineer-in- Charge
119
787
93724
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CD Markapally;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. as per Drawing or as directed by Engineer-in- Charge.
118
187
22160
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CD Markapally;Providing and Constructing 225 mm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete as per Drawing or as directed by Engineer-in- Charge ( rubble stones : 0.2475 cum/sqm)
1313
288
379063
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CD Markapally;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, Scffolding, cleaning, batching, mixing, placing in position in levelling , Vibrating, finishing, curing, etc., complete with initial lead upto 50 m and all lifts. as per Drawing or as directed by Engineer-in- Charge. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
85
7737
657645
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CD Markapally;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, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) as per Drawing or as directed by Engineer-in- Charge.
895
7947
7112565
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CD Markapally;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 including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 260 kg / cum, CA : 0.90 cum, Blending Ratio of CA 50:30:20, FA : 0.40 cum) as per Drawing or as directed by Engineer-in- Charge.
709
7458
5287722
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CD Markapally;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 as per Drawing or as directed by Engineer-in- Charge.
3801
123
468283
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CD Markapally;Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating of 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 service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m. as per Drawing or as directed by Engineer-in- Charge.
1850
70
130425
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