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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE DOLIPUR PASANA KARCHANA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | Accepted-Technical responsive bid |
| 2 | Accepted-Technical | Accepted-Technical responsive bid |
| 3 | Accepted-Technical 00 NEAR LAXMI MANDIR JHANSI ROAD ORAI JHANSI ROAD RAM NAGAR JALAUN UTTAR PRADESH 285001 UDYAM UP 37 0014656 | JALAUN | UTTAR PRADESH | 285001 | Accepted-Technical responsive bid |
| 4 | Rejected-Technical | Rejected-Technical non responsive bid |
Tender Value
₹68.9 L
EMD Value
₹1.4 L
Closing Date
31 Aug 2026, 12:00 pmClosed
Executive Engineer Incharge
Commissionary Campus opp. Circuit House near panchtantra park , jhansi
Pradhanmantri Awas Yojana Gram Karari ke awasiya yojana hetu 04 vyavasayik dukanen, sarvajanik shauchalay ka nirman evam boundary wall par fencing evam rangai-putai ka kary.
2026_UPJDA_1178646_1
978/JDA/2026-27
Open Tender
Civil Works - Buildings
Percentage
180 days
Office of Jhansi development Authority
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Secretary
₹1.4 L
18 Sept 2026
25 Aug 2026
31 Aug 2026
25 Aug 2026
31 Aug 2026
25 Aug 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 | Excavation in Foundationin soil mixed with moorum/shingle/kankar including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and 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 directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. | 324.41 | Cum | 178 | ₹57,744.98 |
| 2 | Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm(8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100') lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in- charge.
Cartage Upto 5 km | 90.08 | Cum | 288.5 | ₹25,988.08 |
| 3 | Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. | 48 | Cum | 4,300 | ₹2,06,400 |
| 4 | 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) | 124.54 | Cum | 5,323.54 | ₹6,62,993.67 |
| 5 | RCC work with cement approved coarse sand and 2 cm (314) gauge approved stone ballast in the proportion of 1:1.5.3 in Sintals of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G. binding wire and including necessary contering and shuttering etc and also including supply of all materials, labour& T&P etc required for proper completion of the work indong wire cost being inclucted in the item.
As in item 283(1) above but in the lighter beams, i.e. having spans above 6 m. (20') | 27.82 | Cum | 7,960 | ₹2,21,447.2 |
| 6 | 2 cm (3/4") thick damp proof coarse with cement and approved coarse sand 1:2 with and including water proofing material as ordered by the Engineer-in- charge in the proportion as specified by the manufacturers including supply of all materials, labour and T&P etc. required for proper completion of the work and including proper curing and shuttering as necessary As in item (360) above but 2.5 cm. (1") thick and of cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm. (1/2") graded stone grit and induding waterproofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers. | 44 | Sqm | 294 | ₹12,936 |
| 7 | First class brick work in 1:4 cement and fine sand of 1.25 FM. mortar in Superstructure including supply of all materials, labour and T & Petc. required for proper completion of the work. but for wall of one brick thick | 57.08 | Cum | 6,818 | ₹3,89,171.44 |
| 8 | First class brick work in 1:4 cement and fine sand of 1.25 FM. mortar in Superstructure including supply of all materials, labour and T & Petc. required for proper completion of the work for wall of half brick (4 1/2") thick, | 19.89 | Cum | 6,818 | ₹1,35,610.02 |
| 9 | RCC work with cement approved coarse sand and 2 cm (314) gauge approved stone ballast in the proportion of 1:1.5.3 in Sintals of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G. binding wire and including necessary contering and shuttering etc and also including supply of all materials, labour& T&P etc required for proper completion of the work indong wire cost being inclucted in the item. As in item 283(1) above but in R.C.C T beam and siab roofs and R.C.C columns | 36.61 | Cum | 8,850 | ₹3,23,998.5 |
| 10 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. | 63.22 | Qtl | 6,240 | ₹3,94,492.8 |
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