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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.8 LAccepted-AOC MAIN ROAD BEALUNJI P O WAIDHAN DISTT SINGRAULI M P | SINGRAULI | MADHYA PRADESH | ₹74.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹77.0 LRejected-Finance VILLAGE JAITPUR PO JAYANT DISTT SINGRAULI MP 486890 | JAYANT | SINGRAULI | MP | 486890 | ₹77.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹80.2 LRejected-Finance NEAR RADHA KRISHNA MANDIR VIKAS BHAWAN PO JAYANT DIST SINGRAULI M P | JAYANT | SINGRAULI | MADHYA PRADESH | ₹80.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹81.6 LRejected-Finance AWANAGAR P O NIGAHI DISTRICT SINGRAULI MP 486684 | SINGRAULI | MP | 486684 | ₹81.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹81.7 LRejected-Finance VILL BASI PO BINA DISTT SONEBHADRA UP 231220 | BINA | SONEBHADRA | UTTAR PRADESH | 231220 | ₹81.7 L | L5 | Rejected-Finance L5 |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹1.8 L
Closing Date
13 Feb 2026, 11:00 amClosed
S.O.(CIVIL)
Khadia Area Dist.-Sonebhadra U.P.
Cleaning and deepening of sump and providing water drainage arrangement near new workshop at Khadia Project
2026_NCL_351619_1
GM/KHD /C/25-26/ETN-95 Date 21/01/2026
Open Tender
Civil Works - Others
120 days
Khadia Area Dist.-Sonebhadra U.P.
REFER NIT
5 documents required · 5 mandatory
₹1.8 L
7 Mar 2026
21 Jan 2026
14 Feb 2026
21 Jan 2026
13 Feb 2026
22 Jan 2026
21 Jan 2026 - 2 Feb 2026
Item Description/ Heading
PART A
Earth work in excavation in all kind of soil/ silt by mechanical means (hydraulic excavaror)/ manual means including dozering, trasnportation, unloading at designated place, levelling and dressing of dump sites all inclusive as per instructions of EIC. with all lifts (for all project of NCL). Lead upto 4.00 Km.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for:- Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete 600 mm dia RCC pipes.
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1800 mm dia RCC pipes. (Laying by manual/ mechanical means)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
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
Carriage of Stone aggregate 40 mm nominal size and above Lead upto 4.00 KM from mines etc. all complete.
Extra rates for quantities of works, executed: In or under foul position, including pumping out water as required
Total impact of GST for the purpose of CTC
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