Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 CrAccepted-Finance 142 | ₹19.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹21.1 CrRejected-Finance | ₹21.1 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/S SHIV SHAKTI CONSTRUCTION L1 | M/s Kaiser Construction Engineers and Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | Earth Work in cutting for making Canal section in all types of soil including lead upto 30.00 m, lift upto 1.50 m and disposal of surplus earth to spoil banks with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. per Cum. | 1,66,445.74 | Cum | 50 ₹83.2 L | 60 ₹99.9 L |
| 2.00 | Earth Work in filling for making Canal Section from earth borrowed from Private Land with lead upto 1.00 km by power transport and lift up to 1.50 m with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. per Cum. | 4,33,029.84 | Cum | 170 ₹7.4 Cr | 185 ₹8.0 Cr |
| 3.00 | Dewatering with all cost of power P.O.L., machines, pumps ,well.point system & operater etc with assembling and dismantling of equipments etc. required for completion of works. | 12,500 | Kwh | 40 ₹5 L | 50 ₹6.3 L |
| 4.00 | Preparation of Subgrade required for proper completion of work including cost of all materials, labour, T&P etc. | 14,110.87 | Sqm | 4 ₹56,443.48 | 10 ₹1.4 L |
| 5.00 | Earth Work in excavation of foundation in all types of soil including lead upto 30.00 m and lift up to 1.50 m including filling, watering, ramming, of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30.00 m from the foundation trenches including cost of all labour, T&P etc. | 49,203.88 | Cum | 60 ₹29.5 L | 60 ₹29.5 L |
| 6.00 | Centering & shuttering for R.C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc. | 30,203.76 | Sqm | 320 ₹96.7 L | 500 ₹1.5 Cr |
| 7.00 | Centering & shuttering for C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc. | 1,599.49 | Sqm | 300 ₹4.8 L | 250 ₹4.0 L |
| 8.00 | Filling/Laying Coarse sand as a filter material below lining required for proper completion of work including cost of all materials, labour, T&P etc. | 3,733.7 | Cum | 900 ₹33.6 L | 1,500 ₹56.0 L |
| 9.00 | Laying stone grit 10-20 mm gauge as a filter material required for proper completion of work including cost of all materials, labour, T&P etc. | 18.66 | Cum | 900 ₹16,794 | 2,100 ₹39,186 |
| 10.00 | Supply & laying of stone grit 20-40 mm gauge as a filter material required for proper completion of work including cost of all materials, labour, T&P etc. | 18.66 | Cum | 900 ₹16,794 | 2,100 ₹39,186 |
Updated dates
Tender Value
₹24.9 Cr
EMD Value
₹49.8 L
Closing Date
18 Feb 2026, 2:00 pmClosed
SE, KBLCCC, BANDA
Office of The Superintending Engineer, Ken-Betwa Link Canal Construction Circle, Banda, Address-Nawab Tank, Banda-210001
Restoration of Dys and Minors offtaking from km. 0.000 to km. 21.000 of Atarra Branch in Ken Canal System under Ken-Betwa Link Project
2026_UPIDC_1104143_2
04/SE/2025-26
Open Tender
Civil Works - Canal
547 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,354
₹49.8 L
Office of The Superintending Engineer
16 Mar 2026
6 Jan 2026
18 Feb 2026
6 Jan 2026
18 Feb 2026
6 Jan 2026
16 Jan 2026
Earth Work in cutting for making Canal section in all types of soil including lead upto 30.00 m, lift upto 1.50 m and disposal of surplus earth to spoil banks with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. per Cum.
Earth Work in filling for making Canal Section from earth borrowed from Private Land with lead upto 1.00 km by power transport and lift up to 1.50 m with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. per Cum.
Dewatering with all cost of power P.O.L., machines, pumps ,well.point system & operater etc with assembling and dismantling of equipments etc. required for completion of works.
Preparation of Subgrade required for proper completion of work including cost of all materials, labour, T&P etc.
Earth Work in excavation of foundation in all types of soil including lead upto 30.00 m and lift up to 1.50 m including filling, watering, ramming, of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30.00 m from the foundation trenches including cost of all labour, T&P etc.
Centering & shuttering for R.C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc.
Centering & shuttering for C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc.
Filling/Laying Coarse sand as a filter material below lining required for proper completion of work including cost of all materials, labour, T&P etc.
Laying stone grit 10-20 mm gauge as a filter material required for proper completion of work including cost of all materials, labour, T&P etc.
Supply & laying of stone grit 20-40 mm gauge as a filter material required for proper completion of work including cost of all materials, labour, T&P etc.
Filling/Laying Local Sand in Bed & Side slope required for proper completion of work including cost of all material, labour, T&P etc.
Filling/Laying Coarse sand as filter material required for proper completion of work including cost of all material, labour, T&P etc.
Laying C.C A40, M-10 in foundation of all structures with cement, coarse sand of F.M. not less than 2.0 and hard stone ballast (20 - 40 mm size) including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing with mechanical vibration but excluding cost of centering and shuttering required for proper completion of work, including cost of all material, labour, T&P etc.
Laying C.C. A20-M-15 in excavation of foundation for all structures with cement, coarse sand and crushed stone grit 4.75mm to 20mm size including lead upto 60.0m, lift upto 3.0 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P etc.
Laying C.C. A20-M-20 in excavation of foundation for all structures with cement, coarse sand and crushed stone grit 4.75mm to 20mm size including lead upto 60.0m, lift upto 3.0 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P etc.
Laying R.C.C. A20-M-20 in excavation of foundation for all structures with cement, coarse sand and crushed stone grit 4.75mm to 20mm size including lead upto 60.0m, lift upto 3.0 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P etc.
Laying Cement plaster 12.50 mm thick in 1:6 Cement Sand mortar required for proper completion of work including cost of all materials, labour, T&P etc.
Supplying/Laying two coat Bitumen painting on sleeper top with cost of Bitumen, fuel for heating required for proper completion of work including cost of all materials, labour, T&P etc.
Supply & laying of 200 micron L.D.P.E film over plaster work required for proper completion of work including cost of all materials, labour, T&P etc.
Providing & Laying 75 mm thick C.C. lining in A20, M-20 with 4.75 mm to 20 mm hard stone grit and coarse sand of F.M. not less than 2.0 by paver machine on Bed and Side Slope required for proper completion of work including cost of all materials, labour, T&P etc.
Making construction joint in lining & filling sealing compound in joint required for proper completion of work including cost of all materials, labour, T&P etc.
Laying C.C. A20, M-25 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing with mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P etc.
Laying R.C.C. A20, M-25 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing with mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P etc.
Laying C.C. A20, M-30 with cement (O.P.C., 43 Grade), coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75mm to 20mm size including lead upto 60.0m, lift upto 3.0 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material T. & P., labour etc. per Cum
Cutting Bending Binding and placing TMT steel bars for reinforcement with cost of binding wire in all structures required for proper completion of work including cost of all materials and labour, T&P etc.
Providing & Laying Boulder Apron for Bed protection with stone boulder required for proper completion of work including cost of all materials, labour, T&P etc.
S/F Drainage spout pipe/wheepholes pipe of 100 mm dia In RCC slab required for proper completion of work including cost of all materials, labour, T&P etc.
Supplying and fixing 1200 mm dia NP-3 hume pipe required for proper completion of work including cost of all materials,labour, T.& p. etc.
Earth Work in filling for making Diversion/Approach Road/Ramp (Canal having Head Discharge below 6.00 Cumec) with carriage upto 1.00 km by power transport and lift up to 1.50 m manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc.
Earth Work in Dismantling of Diversion/Approach Road/Ramp (Head Discharge below 6.00 Cumec) required for proper completion of work including cost of all labour and T&P etc.
Demolishing R.C.C. work manually/ by mechanical means Including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
Demolishing Stone rubble masonry in cement mortar manually/ by mechanical means Including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
R.C.R. Stone masonary with 1:4 cement sand mortar i/c all cost of material labour T&P etc.
Struck Deep Pointing on Brick masonry in C.M. 1 : 2 required for proper completion of work including cost of all materials, labour, T&P etc.
Struck Raised Pointing on stone masonry in CM 1 : 2 required for proper completion of work including cost of all materials, labour, T&P etc.
Cement plaster 12.50 mm thick in 1:4 Cement Sand mortar required for proper completion of work including cost of all material T. & P., labour etc.
Brick work in 1:4 cement mortar with 1st Class Brick coarse sand required for proper completion of work including cost of all materials, labour, T.& P. etc.
Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) PE100 PN6 confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing of pipes by electro fusion / butt welding process .with all leads and lifts etc. complete/RM.
110mm dia
160mm dia
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.34 MB
T04L02-ScheduleA.xls
Tender Documents • 0.28 MB
BOQ_2036608.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid