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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-Finance | L1 | Accepted-Finance Lowest Belo | |
| 2 | L2₹18.7 L+₹2,246.56 (0.12%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Belo | |
| 3 | L3₹18.7 L+₹2,620.98 (0.14%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Belo | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹18.7 L
EMD Value
₹1.9 L
Closing Date
22 May 2026, 12:00 pmClosed
Executive Officer
Nagar palika Parishad Chitrakootdham
Construction of Aganbadi Kendra Taraunha Rural me Boundriwall work
2026_DOLBU_1138892_1
212/2026-27/E tendar Date 18-04-2026
Open Tender
Civil Works
Fixed-rate
60 days
Nagar palika Parishad Chitrakootdham
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,209
Yes
Executive Officer
₹1.9 L
Yes
10 Jun 2026
22 Apr 2026
22 May 2026
22 Apr 2026
22 May 2026
22 Apr 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 |
|---|---|---|---|---|---|
| 1 | Boring 300 mm dia piles with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) . DSR NO. 20.3.1 | - | nos | - | - |
| 2 | Eathwork filling of soil upto 9km. as par direction Enngier (Analysis) | - | cum | - | - |
| 3 | Rainforced cement concrete 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) work in plinth etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement. DSR NO. 5.2.2 | - | cum | - | - |
| 4 | Centring and shuttring in Plinth beams including strutting, propping etc. and removal of form work. DSR NO. 5.9.5 | - | sqm | - | - |
| 5 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) DSR NO. 4.10 | - | sqm | - | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1 :4 (1 cement : 4 coarse sand) DSR NO.6.4.1 | - | cum | - | - |
| 7 | Brick work with cement mortar 1:6 common burnt clay modular bricks of class designation 7.5 in foundation and plinth. DSR NO. 6.2.1 | - | cum | - | - |
| 8 | Providing and laying in position cement concrete of 1:2:4 retaingwall including attached pilaster coulmns, piers, abutments, pillars posts struts buttresses string or lacing courses parapets, coping bed blocks, anchor blocks, plain window sills fillets, sunken floor etc. up to floor five level excluding the cost of centering shuttering and finshing. DSR NO. 4.2.3 | 1 | cum | - | - |
| 9 | Rainforced cement concrete 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) work in columns, etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement. DSR NO. 5.2.2 | 1 | cum | - | - |
| 10 | Centring and shuttring in Columns strutting, propping etc. and removal of form work. DSR NO. 5.9.6 | - | sqm | - | - |
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