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Current Tender Details

Enquiry/IFB/Tender
Tender ID 546497 08SE/2024-25, dt.25.09.2024
Notice Number
Construction of Check Dam across Shasiler
Name of Work vagu near Thammadapally (V), Peddavoora Tender Category Works
(M), Nalgonda (Dist).(2nd call)

Estimated Contract
Tender Type OPEN 34716730
Value
Bid Submission Closing
11/10/2024 05:00 PM Tender Evaluation Type Percentage
Date

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BOQ Item Details

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Sqm

APSS No 201 of PS to
1 Dam across Shasiler 8800.00 (One 3.50 30800.00
APSS
vagu Squa
Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm /
parthenium and other weeds including burning or disposing off the same etc., complete, as
directed by Engineer-in-Charge.(IRR PMW 1-2)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Cum

APSS No 310, 308, 33 of
2 Dam across Shasiler 4822.00 (One 123.20 594070.00
PS to APSS and SS 5
vagu cubi
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, as directed by Engineer-in-Charge.(IRR CCDW 1-2)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Cum

APSS No 310, 308, 33 of
3 Dam across Shasiler 250.00 (One 157.00 39250.00
PS to APSS and SS 5
vagu cubi
Excavation in ordnary rock (including HDR) without blasting for foundations of canal cross
drainage and 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, as directed by Engineer-in-Charge.(IRR CCDW 1-4)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Cum

APSS No 310, 308, 33 of
4 Dam across Shasiler 9360.00 (One 70.50 659880.00
PS to APSS and SS 5
vagu cubi
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 /
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Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

embankment etc., complete with lead upto 10 m and lift upto 3 m, as directed by Engineer-in-
Charge. (Machinery excavation and manual conveyance)(IRR CAW 1-2)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check APSS No. 201,303, 308 1 Cum

5 Dam across Shasiler & SS 3.1, 34 of PS to 11986.00 (One 322.60 3866684.00
vagu APSS cubi
Providing casing embankment using semi-pervious soil from approved borrow areas in layers of
25 to 30 cm before compaction including cost of all materials, machinery, labour, all other
operations such as excavation, sorting out, transportation, spreading soil in layers of specified
thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95
percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc.,
complete with initial lead upto 1 km and all lifts, as directed by Engineer-in-Charge .(IRR DAW 5-3)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Cum

APSS No. 402 & SS 4 of
6 Dam across Shasiler 2379.00 (One 6169.50 14677241.00
PS to APSS
vagu cubi
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,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete
with initial lead upto 50 m and all lifts, as directed by Engineer-in-Charge. (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) (IRR CCDW 2-3)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Cum

APSS No. 402 & SS 4 of
7 Dam across Shasiler 1536.00 (One 6545.30 10053581.00
PS to APSS
vagu cubi
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, as directed by Engineer-in-
Charge.(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)(IRR CCDW 2-9)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Cum

APSS No. 402 & SS 4 of
8 Dam across Shasiler 260.00 (One 6214.50 1615770.00
PS to APSS
vagu cubi
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, as directed by

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Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Engineer-in-Charge. (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)(IRR CCDW 2-29)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Sqm

As per standard
9 Dam across Shasiler 850.00 (One 94.20 80070.00
specifications
vagu Squa
Providing 15 cm thick murum bed below pitching including cost of all materials, labour, hand
packing, finishing etc., complete with initial lead upto 50 m and all lifts, as directed by Engineer-in-
Charge. (Murum : 0.18 cum/sqm)(IRR CAW 8-1)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Sqm

APSS No.106, 619 & SS
10 Dam across Shasiler 1732.00 (One 418.40 724669.00
9.2
vagu Squa
Providing and constructing 30 cm thick dry rubble stone pitching including cost of all materials,
labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts, as directed
by Engineer-in-Charge. (with no pin headers) ( rubble stones : 0.33 cum/sqm)(IRR CAW 8-6)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 MT
11 Dam across Shasiler APSS No. 402 25.00 (Metric 81309.70 2032743.00
vagu To
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, as directed by Engineer-in-Charge.(IRR CCDW 2-1)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Rmt

As per standard
12 Dam across Shasiler 285.00 (One 603.30 171941.00
specifications
vagu Runn
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, as directed by
Engineer-in-Charge.(IRR CAW 7-24)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

Construction of Check 1 Rmt

As per standard
13 Dam across Shasiler 122.00 (One 315.50 38491.00
specifications
vagu Runn
Providing and constructing contraction joints by fixing 23 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 directed by Engineer-in-Charge.(IRR DAW 4-5)
Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

14 Construction of Check As per standard 122.00 1 Sqm 1078.20 131540.00

Dam across Shasiler specifications (One

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Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)

vagu Squa
Supply of high performance expansion joint filler board conforming to IS: 1838 - 20 mm THICK, as
directed by Engineer-in-Charge.(TBSC-Q-VIII-02)
Total(INR): 34716730

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