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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Finance | ₹14.0 L | L1 | Admitted-Finance |
| 2 | L2₹14.1 L+₹13,996.80 (1.00%)Admitted-Finance | ₹14.1 L+₹13,996.80 (1.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L1 | S.R.Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. | 41.95 | Cum | 150 ₹6,292.5 | 100 ₹4,195 Lowest |
| 2.00 | M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 6.72 | Cum | 2,500 ₹16,800 Lowest | 3,500 ₹23,520 |
| 3.00 | M&L pre-cast cement concrete 1:3:6, type C1 (using 20mm graded stone aggregate) block masonry with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 21.5 | Cum | 6,400 ₹1,37,600 Lowest | 6,500 ₹1,39,750 |
| 4.00 | M&L for brick work with sub-class 'B' bricks (using old size bricks ), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed | 30 | Sqm | 5,700 ₹1,71,000 | 1,500 ₹45,000 Lowest |
| 5.00 | M & L for 40mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) Damp proof course to horizontal or vertical surfaces including necessary formwork and finishing the surface even and smooth complete all as specified and directed | 10 | Sqm | 140 ₹1,400 Lowest | 350 ₹3,500 |
| 6.00 | Removing excavated material to a distance exc 250 m but not exc 500 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 24.83 | Cum | 130 ₹3,227.9 | 50 ₹1,241.5 Lowest |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. | 17.29 | Cum | 120 ₹2,074.8 | 50 ₹864.5 Lowest |
| 8.00 | M&L Mild steel TMT bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as directed and specified. | 180 | kgs | 88 ₹15,840 Lowest | 100 ₹18,000 |
| 9.00 | ,--- ditto--- all as per srl item No. 8 above but TMT bar of 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as directed and specified. | 70 | KG | 88 ₹6,160 Lowest | 102 ₹7,140 |
| 10.00 | M & L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc, basement slabs, under reamed piles and mass concrete complete all as specified and as directed
Note : Reinforcement & formwork shall be measured and paid for separately. | 6.2 | Cum | 7,100 ₹44,020 Lowest | 9,000 ₹55,800 |
Tender Value
Refer Docs
EMD Value
₹28,720
Closing Date
1 Sept 2026, 6:00 pmClosed
GE Jaipur
GE Jaipur
PROVN OF TOILET AND BATHROOM BLOCK FOR PER LINE AREA ALONGWITH PROVN OF LT UG CABLE AND ALLIED WORK AT JAIPUR MIL STN
2026_MES_782621_1
GE/J- /2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jaipur
As per Tender Documents
5 documents required · 5 mandatory
₹500
GE Jaipur
₹28,720
Yes
16 Sept 2026
4 Aug 2026
3 Sept 2026
4 Aug 2026
1 Sept 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. | 41.95 | Cum | - | - |
| 2 | M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 6.72 | Cum | - | - |
| 3 | M&L pre-cast cement concrete 1:3:6, type C1 (using 20mm graded stone aggregate) block masonry with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 21.5 | Cum | - | - |
| 4 | M&L for brick work with sub-class 'B' bricks (using old size bricks ), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed | 30 | Sqm | - | - |
| 5 | M & L for 40mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) Damp proof course to horizontal or vertical surfaces including necessary formwork and finishing the surface even and smooth complete all as specified and directed | 10 | Sqm | - | - |
| 6 | Removing excavated material to a distance exc 250 m but not exc 500 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 24.83 | Cum | - | - |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. | 17.29 | Cum | - | - |
| 8 | M&L Mild steel TMT bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as directed and specified. | 180 | kgs | - | - |
| 9 | ,--- ditto--- all as per srl item No. 8 above but TMT bar of 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as directed and specified. | 70 | KG | - | - |
| 10 | M & L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc, basement slabs, under reamed piles and mass concrete complete all as specified and as directed
Note : Reinforcement & formwork shall be measured and paid for separately. | 6.2 | Cum | - | - |
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