Tender For Interlocking Construction Work From Channa Dibba Towards Sattidais Place From Village Pahara Development Block-Kabrai Pahara-Bamhori Road.
Tender Value
46.14 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
0 days left
EMD
92000
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mahoba → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Interlocking Construction Work From Channa Dibba Towards Sattidais Place From Village Pahara Development Block-Kabrai Pahara-Bamhori Road.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work In Cutting or in embenkment in moorum or soil mixed with kankar or gravel.excacation to be in the form of Reguler pits not exceeding 1/2 meter in depth and e/w in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incuding 1.50 meter lifts and 30 m lead. The earth form cutting to be used in making embankment or to be deposited as soil banks within 30.00 meters distance as directed by the Engineer in Charge. PWD Schedule Item No. 253 (a) |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) |
| 3 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. |
| 4 | GSBConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 5 | G-3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Machenical Means |
| 6 | Provinding and laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 7 | Earth work in excavation in Foundation in ordanary soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge.SI no. 251 |
| 8 | Sand filling in foundation for stabilization of foundation earth I/C all complete as per directed by Engineer in charge.SI no. 255 |
| 9 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 12:6:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per SI No. 273 |
| 10 | Brick work with class M-150 bricks in sand & cement mortar in proportion of 4:1in foundation and plinth I/c supply of all material ,labour ,T&P etc required for proper completion of work all complete as S.I. No. 305 |
| 11 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC 1:2:4) |
| 12 | Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204 |
| 13 | Earth work in excavation in Foundation in ordanary soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge.SI no. 251 |
| 14 | Sand filling in foundation for stabilization of foundation earth I/C all complete as per directed by Engineer in charge.SI no. 255 |
| 15 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I.No. 281) |
| 16 | Brick work with class M-150 bricks in sand & cement mortar in proportion of 4:1in foundation and plinth I/c supply of all material ,labour ,T&P etc required for proper completion of work all complete as S.I. No. 305 |
| 17 | Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204 |
| 18 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC 1:2:4) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Substructrue complete as per drawing and Technical Specifications Clauses1002,1005, 1010 and 1202 |
| 20 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (RCC 1:2:4) |
| 21 | (Construction of Culver 600 mm dia)Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.S.I. No-251 |
| 22 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.S.I. No-255 |
| 23 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I.No. 281) |
| 24 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702.704, 1202 and 1204 (RCR) |
| 25 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification clauses 613.3 and 1204 |
| 26 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC 1:2:4) |
| 27 | Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204 |
| 28 | P/ laying Rcc Pipe NP3 600 mm Dia as per design in single row as per Data Book SR No 9.3 Mord specification 1100 C |
| 29 | Supply and fixing of sign boad with of complete or as per directed by engineer charges. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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