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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.5 LAdmitted-Finance | -4.24% | ₹25.5 L | L1 | Admitted-Finance |
| 2 | L2₹25.9 LAdmitted-Finance | -2.50% | ₹25.9 L | L2 | Admitted-Finance |
| 3 | L3₹26.2 LAdmitted-Finance | -1.45% | ₹26.2 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹26.6 L
EMD Value
₹54,000
Closing Date
18 Dec 2025, 2:00 pmClosed
Superintending Engineer, ECMC, DTPS,
OFFICE OF THE SUPERINTENDING ENGINEER ECMC DTPS HTPS KASIMPUR
The work of laying C.C. for patrolling track in DTPS, Construction of ramp at Entry/Exit gate of silo of unit 7, 8, AND 9, C.C. in GT area and construction of 1 nos. watchtower in CTPS area of HTPS, Kasimpur, Aligarh, Uttar Pradesh
2025_RVUNL_1086807_1
09/ECMC/ECMD-II/ HTPS/2025-26
Open Tender
Civil Works
90 days
HTPS Kasimpur
As per tender documents
3 documents required · 3 mandatory
₹3,186
SAO EPAD Kasimpur
₹54,000
28 Apr 2026
30 Oct 2025
20 Dec 2025
30 Oct 2025
18 Dec 2025
30 Oct 2025
30 Oct 2025 - 18 Dec 2025
Clearing Jungle including uprooting of rank vegetation, grass, bush, wood. Trees and sapling of girth upto 30 cm measured at a hight of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-all work up to plinth level 1:2:4 ( 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering Shuttering finishing and reinforcement-All work up to plinth level: 1:2:4( 1 cement: 2 coarse sand :4 graded stone aggregate 20mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Steel reinforcement for RCC work incl. straightening cutting bending binding placing in position all complete up to plinth level; cold twisted bars
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
Brick work with cement mortar 1:6 (1cement 6 coarse sand) F.P.S. (non modular) bricks of class designation 75 in foundation and plinth.
Disposal of malwa. surplus earth and waste of const. material collected from all collection point up to 2 km. 20% voids shall be deducted
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position, including transporting and applying a priming coat of approved steel primer all complete
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Steel provided by department)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 300 mm dia. R.C.C. pipe
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