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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹23.4 L (16.8%)Admitted-Finance S O GHULAM MOHD R O BOGDANG | ₹1.6 Cr+₹23.4 L (16.8%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹30.9 L (22.2%)Admitted-Finance BOGDANG | ₹1.7 Cr+₹30.9 L (22.2%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MEHDI ALI L3 | M/S ABDUL ALI L1 | M/S MEHDI ALI GOVT CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :incl. carriage | 2,143.25 | Cum | 150 ₹3,21,487.5 | 120 ₹2,57,190 Lowest | 120 ₹2,57,190 Lowest |
| 2.00 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) incl carriage | 700.19 | Cum | 4,300 ₹30,10,817 | 4,200 ₹29,40,798 Lowest | 4,500 ₹31,50,855 |
| 3.00 | Dry random rubble masonry with hard stone in foundation and plinth:without bond stone incl carriage | 466.97 | Cum | 2,250 ₹10,50,682.5 Lowest | 2,700 ₹12,60,819 | 3,000 ₹14,00,910 |
| 4.00 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete incl carriage | 450 | sqm | 395 ₹1,77,750 | 350 ₹1,57,500 Lowest | 600 ₹2,70,000 |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) incl carriage | 837.59 | Cum | 6,300 ₹52,76,817 | 5,200 ₹43,55,468 Lowest | 6,000 ₹50,25,540 |
| 6.00 | Dry stone pitching (any thickness) excluding cost of stones.
On Horizontal incl carriage | 190 | Cum | 520 ₹98,800 | 350 ₹66,500 Lowest | 550 ₹1,04,500 |
| 7.00 | Reinforced cement concrete work in walls (any thickness)including attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutment, posts and struts etc, upto floor five, excluding cost of centering ,shuttering, finishing and reinforcement. 1:1.5:3(1 cement:1.5 coarse sand :graded crushed stone aggregate 20mm nominal size) ncl. carriage | 9.66 | Cum | 9,800 ₹94,668 | 8,000 ₹77,280 Lowest | 9,800 ₹94,668 |
| 8.00 | Reinforcement for R.C.C work including straightening cutting bending placing in position and binding all complete(TMT bars) ncl. carriage | 1,545.6 | Kg | 95 ₹1,46,832 Lowest | 100 ₹1,54,560 | 110 ₹1,70,016 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns etc. for mass concrete. | 3,528 | sqm | 280 ₹9,87,840 | 100 ₹3,52,800 Lowest | 220 ₹7,76,160 |
| 10.00 | b)Suspended floors, roofs, landing, balconies and access platform | 19.5 | sqm | 380 ₹7,410 | 200 ₹3,900 Lowest | 300 ₹5,850 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
8 Jun 2023, 2:00 pmClosed
Ex. Engineer PWD RnB Division Nobra
Ex. Engineer PWD RnB Division Nobra
CONSTRUCTION OF LINK ROAD UDMARU
2023_PWD_9748_6
PWD RnB/N/ 09/2023-24
Open Tender
Civil Works - Others
Item Rate
360 days
Nubra
please read NIT /SDB conditions
7 documents required · 7 mandatory
₹3,000
Payable To Ex. Engineer PWD RnB Division Nobra
₹3.6 L
20 Jun 2023
19 May 2023
13 Jun 2023
19 May 2023
8 Jun 2023
19 May 2023
Amount
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :incl. carriage
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) incl carriage
Dry random rubble masonry with hard stone in foundation and plinth:without bond stone incl carriage
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete incl carriage
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) incl carriage
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal incl carriage
Reinforced cement concrete work in walls (any thickness)including attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutment, posts and struts etc, upto floor five, excluding cost of centering ,shuttering, finishing and reinforcement. 1:1.5:3(1 cement:1.5 coarse sand :graded crushed stone aggregate 20mm nominal size) ncl. carriage
Reinforcement for R.C.C work including straightening cutting bending placing in position and binding all complete(TMT bars) ncl. carriage
Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns etc. for mass concrete.
b)Suspended floors, roofs, landing, balconies and access platform
c)Edges of slabs and breaks in floors and walls (above 20cms wide)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kind of soil. Deduct for not rolling with power roller of minimum 8tonnes for banking excavated earth in layers not exceeding 20cm in depth.ncl. carriage
Placing and laying of M.S pipe in proper gradient by execution of trenches laying of pipe properly, refilling of earth for proper cushioning of pipe including carriage of pipe from divisional store to actual site of the work complete job. (300mm dia.)including cost of MS pipe and ncl. carriage
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. a) Beyond 30 cm girth upto and including 60 cm girth
b) Beyond 60 cm girth upto and including 120 cm girth
Structural build up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ncl. carriage
Removal of Hippia fencing
Supply and fixing GI chain link fencing of mesh size 3”x3” including carriage.
M/S MEHDI ALI GOVT CONTRACTOR
M/S MEHDI ALI
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