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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹2.3 Cr+₹83,098.86 (0.36%)Accepted-AOC GOPAL PRASAD GUPTA VILLAGE SUMU BLOCK BUDMU DISTRICT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | L3 | Accepted-AOC L.-202 | |
| 2 | L1₹2.3 CrRejected-Finance | L1 | Rejected-Finance ATTACHED. | |
| 3 | L2₹2.3 Cr+₹13,264.86 (0.06%)Rejected-Finance PIPRATOLI KHUNTI JHARKHAND | KHUNTI | JHARKHAND | 835209 | L2 | Rejected-Finance ATTACHED. | |
| 4 | L4₹2.3 Cr+₹1.3 L (0.57%)Rejected-Finance DOLABICHA LAGUN RANCHI | RANCHI | RANCHI | JHARKHAND | L4 | Rejected-Finance ATTACHED. | |
| 5 | L5₹2.3 Cr+₹1.4 L (0.62%)Rejected-Finance MOHANPUR GURGAIN BURMU RANCHI | RANCHI | JHARKHAND | 829205 | L5 | Rejected-Finance ATTACHED. |
| Sl No | Description | Qty | Unit | AKASH KUMAR L2 | CITY TRADING HOUSE L1 | M/s PAWAN KUMAR BHAGAT L4 | DIPAK KUMAR L6 | M/S S.A.CONSTRUCTION L5 | GOPAL PRASAD GUPTA L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excaviation in foundation trenches in ordinary soil (vide classification of soil item A) & disposal of excaviated earth as ovrained to a distance upto 50 mnincluding all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approve design, building specification & direction of E/ incharge5.1.1 | 458.27 | M³ | 152.58 ₹69,923.19 | 151.37 ₹69,369.09 Lowest | 151.82 ₹69,575.31 | 155.37 ₹71,202.19 | 160 ₹73,324 | 151.44 ₹69,401.37 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of engineer incharge(vide classification of item B)5.1.2 | 458.27 | M³ | 15.59 ₹7,143.38 | 17 ₹7,790.67 | 15.51 ₹7,107.85 | 18 ₹8,248.95 | 20 ₹9,165.5 | 15.47 ₹7,090.08 Lowest |
| 3.00 | Earth work in filling in sub floor trenches and plinth in layersnot exceeding 150 mm thick, well watered, rammed, fully conpared and fine dressed with earth obtained after cutting within lead of 50m and lift of 1.5m all completed as per direction of the E/I( mode of measurement compacted volume).5.1.7 | 376.97 | M³ | 55.56 ₹20,942.93 | 55.11 ₹20,774.65 Lowest | 55.28 ₹20,838.74 | 56 ₹21,110.15 | 60 ₹22,618.02 | 55.14 ₹20,786.64 |
| 4.00 | Providing coarse clean sand in filling in foundation trecches or in plinth including rammingamd watering in layers not exceeding 150mm. Thick with all leads and lifrs including cost of all materials, labours, royality and taxes all complete jobs as per building specification and direction of the E/I . ( mode of measurement compacted volume) 5.1.10 | 58.82 | M³ | 592.46 ₹34,848.95 | 587.77 ₹34,573.22 Lowest | 589.51 ₹34,675.57 | 588 ₹34,586.75 | 600 ₹35,292.6 | 588.04 ₹34,588.88 |
| 5.00 | Providing degination 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of the E/I.5.6.3 | 546.77 | M² | 331.99 ₹1,81,521.44 | 329.36 ₹1,80,082.52 Lowest | 330.34 ₹1,80,618.35 | 400 ₹2,18,706 | 350 ₹1,91,367.75 | 329.51 ₹1,80,166.8 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost the cost of centering and shuttering all work up to plinth level(1:3:6)5.3.1.4 | 26.06 | M³ | 4,146.04 ₹1,08,045.73 | 4,113.18 ₹1,07,189.47 Lowest | 4,125.41 ₹1,07,508.18 | 4,150 ₹1,08,149 | 4,150 ₹1,08,149 | 4,115.1 ₹1,07,239.41 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost the cost of centering and shuttering all work up to plinth level(1:2:4)5.3.1.3 | 19.84 | M³ | 4,525.95 ₹89,776.69 | 4,490.08 ₹89,065.23 Lowest | 4,503.43 ₹89,330.04 | 4,495 ₹89,162.82 | 4,530 ₹89,857.08 | 4,492.17 ₹89,106.71 |
| 8.00 | Providing and laying in position reinforced cement concrete of soecified grade excluding the cost the cost of centering and shuttering all work up to plinth level(1:1.5:3)M205.3.9.1 | 128.93 | M³ | 5,244.09 ₹6,76,094.3 | 5,202.52 ₹6,70,734.89 Lowest | 5,218 ₹6,72,730.65 | 5,203.52 ₹6,70,863.82 | 5,250 ₹6,76,856.25 | 5,204.95 ₹6,71,048.82 |
| 9.00 | Providing cement concrete works in walls including attached pilasters butteress plinth and string courses fillets columns pillars piers abutment post and struts etc. above plinth level upto floor five level rxcluding cost of centering shuttering finishing and reinforcement: (1:1.5:3) M205.3.10 | 43.17 | M³ | 6,112.86 ₹2,63,886.15 | 6,064.41 ₹2,61,794.52 Lowest | 6,082.45 ₹2,62,573.28 | 6,065.41 ₹2,61,837.68 | 6,100 ₹2,63,330.9 | 6,067.24 ₹2,61,916.85 |
| 10.00 | Providing reinforcement concrete work in beam suspended floors roofs having slope upto 15 degree landing balcony shelves do.. Do.. As per E/I. (RCC M20)5.3.11 | 200.57 | M³ | 6,340.41 ₹12,71,715.93 | 6,290.16 ₹12,61,636.26 Lowest | 6,308.87 ₹12,65,388.98 | 6,295.16 ₹12,62,639.13 | 6,400 ₹12,83,667.2 | 6,293.1 ₹12,62,225.51 |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
2 Mar 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE, NREP, KHUNTI
EE, NREP, KHUNTI
Construction of 50 Bedded Hostel at ST Boys Residential School, Dombari, Murhu, Khunti. (No. of Unit-01)
2026_NRPKH_110514_1
NREP/KHUNTI/F2-10/2025-26
Open Tender
Civil Works
Item Wise
335 days
KHUNTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.6 L
8 Jun 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excaviation in foundation trenches in ordinary soil (vide classification of soil item A) & disposal of excaviated earth as ovrained to a distance upto 50 mnincluding all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approve design, building specification & direction of E/ incharge5.1.1 | 458.28 | M³ | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of engineer incharge(vide classification of item B)5.1.2 | 458.28 | M³ | - | - |
| 3 | Earth work in filling in sub floor trenches and plinth in layersnot exceeding 150 mm thick, well watered, rammed, fully conpared and fine dressed with earth obtained after cutting within lead of 50m and lift of 1.5m all completed as per direction of the E/I( mode of measurement compacted volume).5.1.7 | 376.97 | M³ | - | - |
| 4 | Providing coarse clean sand in filling in foundation trecches or in plinth including rammingamd watering in layers not exceeding 150mm. Thick with all leads and lifrs including cost of all materials, labours, royality and taxes all complete jobs as per building specification and direction of the E/I . ( mode of measurement compacted volume) 5.1.10 | 58.82 | M³ | - | - |
| 5 | Providing degination 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of the E/I.5.6.3 | 546.77 | M² | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost the cost of centering and shuttering all work up to plinth level(1:3:6)5.3.1.4 | 26.06 | M³ | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost the cost of centering and shuttering all work up to plinth level(1:2:4)5.3.1.3 | 19.84 | M³ | - | - |
| 8 | Providing and laying in position reinforced cement concrete of soecified grade excluding the cost the cost of centering and shuttering all work up to plinth level(1:1.5:3)M205.3.9.1 | 128.93 | M³ | - | - |
| 9 | Providing cement concrete works in walls including attached pilasters butteress plinth and string courses fillets columns pillars piers abutment post and struts etc. above plinth level upto floor five level rxcluding cost of centering shuttering finishing and reinforcement: (1:1.5:3) M205.3.10 | 43.17 | M³ | - | - |
| 10 | Providing reinforcement concrete work in beam suspended floors roofs having slope upto 15 degree landing balcony shelves do.. Do.. As per E/I. (RCC M20)5.3.11 | 200.57 | M³ | - | - |
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