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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.1 LAccepted-AOC VILLAGE JHARA PO SARAI DISTRICT SINGRAULI MADHYA PRADESH PIN 486886 | SINGRAULI | SINGRAULI | MADHYA PRADESH | 486886 | ₹55.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹63.9 L+₹8.8 L (16.0%)Rejected-Finance VILL BASI PO BINA DISTT SONEBHADRA UP 231220 | BINA | SONEBHADRA | UTTAR PRADESH | 231220 | ₹63.9 L+₹8.8 L (16.0%) | L2 | Rejected-Finance L2 |
| 3 | L3₹64.5 L+₹9.4 L (17.1%)Rejected-Finance NEAR BRAHMA KUMARI ASHRAM WAIDHAN DIST SINGRAULI M P 486886 | SINGRAULI | MADHYA PRADESH | 486886 | ₹64.5 L+₹9.4 L (17.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹65.8 L+₹10.7 L (19.4%)Rejected-Finance FLAT NO K3 KHATA NO 03 TANDWA NEAR KALYANPUR CHOWK PO BAHERA DISTT CHATRA JHARKHAND | BAHERA | CHATRA | JHARKHAND | ₹65.8 L+₹10.7 L (19.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹67.6 L+₹12.5 L (22.7%)Rejected-Finance MAIN ROAD BEALUNJI P O WAIDHAN DISTT SINGRAULI M P | SINGRAULI | MADHYA PRADESH | ₹67.6 L+₹12.5 L (22.7%) | L5 | Rejected-Finance L5 |
Tender Value
₹93.3 L
EMD Value
₹1.2 L
Closing Date
24 Feb 2026, 11:00 amClosed
S.O.(CIVIL)
Khadia Area Dist.-Sonebhadra U.P. PIN 231222
Renovation of admin building along with provision of conference hall at IWSS Khadia
2026_NCL_352604_1
GM/KHD/IWSS /C/25-26/ETN-98 Date 06/02/2026
Open Tender
Civil Works - Others
Percentage
180 days
Khadia Area Dist.-Sonebhadra U.P.
REFER NIT
5 documents required · 5 mandatory
₹1.2 L
6 Apr 2026
6 Feb 2026
25 Feb 2026
6 Feb 2026
24 Feb 2026
7 Feb 2026
6 Feb 2026 - 17 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.1 | Item Description/ Heading | - | - | - | - |
| 1CIVIL PART | |||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 36 | Cum | 206.7 | ₹7,441.2 |
| 3 | 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 10 sqm 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 | 34 | Cum | 152.5 | ₹5,185 |
| 4 | 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 up to 1.5 m. | 18 | Cum | 170.25 | ₹3,064.5 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 12 | Cum | 1,634.25 | ₹19,611 |
| 6 | 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) : 6 graded stone aggregate 20 mm nominal size). | 12 | Cum | 5,402.95 | ₹64,835.4 |
| 7 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry,but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate | 15 | sqm | 427.15 | ₹6,407.25 |
| 8 | 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) : 3 graded stone aggregate 20 mm nominal size). | 8 | Cum | 6,908.3 | ₹55,266.4 |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3 | cum | 8,147.5 | ₹24,442.5 |
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