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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAdmitted-Finance | ₹23.0 L | L1 | Admitted-Finance |
| 2 | L2₹24.3 L+₹1.3 L (5.60%)Admitted-Finance | ₹24.3 L+₹1.3 L (5.60%) | L2 | Admitted-Finance |
| 3 | L3₹26.3 L+₹3.3 L (14.2%)Admitted-Finance | ₹26.3 L+₹3.3 L (14.2%) | L3 | Admitted-Finance |
| 4 | L4₹29.5 L+₹6.5 L (28.4%)Admitted-Finance | ₹29.5 L+₹6.5 L (28.4%) | L4 | Admitted-Finance |
| 5 | L5₹31.9 L+₹8.9 L (38.6%)Admitted-Finance | ₹31.9 L+₹8.9 L (38.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L4 | Deep Construction Company L3 | M/S ROHIT CONSTRUCTION L2 | M/S MAYANK ASSOCIATE L1 | JAGDAMBA CONSTRUCTION COMPANY L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 468 | Cum | 150 ₹70,200 | 120 ₹56,160 Lowest | 170 ₹79,560 | 150 ₹70,200 | 250 ₹1,17,000 |
| 2.00 | 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. | 252.62 | Cum | 100 ₹25,262 | 85 ₹21,472.7 | 120 ₹30,314.4 | 140 ₹35,366.8 | 80 ₹20,209.6 Lowest |
| 3.00 | Removing excavated material to a distance n. exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 215.38 | Cum | 100 ₹21,538 | 90 ₹19,384.2 Lowest | 130 ₹27,999.4 | 140 ₹30,153.2 | 90 ₹19,384.2 Lowest |
| 4.00 | Supply, laying, jointing and testing in repair of 100mm bore, DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl breaking up old pipe complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 300 | RM | 350 ₹1,05,000 | 200 ₹60,000 Lowest | 310 ₹93,000 | 450 ₹1,35,000 | 380 ₹1,14,000 |
| 5.00 | Supply, laying, jointing and testing in repair of 150mm bore, DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl breaking up old pipe complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 600 | RM | 450 ₹2,70,000 | 480 ₹2,88,000 | 360 ₹2,16,000 Lowest | 550 ₹3,30,000 | 480 ₹2,88,000 |
| 6.00 | Supply, laying, jointing and testing in repair of 200mm bore, DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl breaking up old pipe complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 700 | RM | 600 ₹4,20,000 | 550 ₹3,85,000 | 510 ₹3,57,000 Lowest | 650 ₹4,55,000 | 700 ₹4,90,000 |
| 7.00 | 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. | 72 | Cum | 6,000 ₹4,32,000 Lowest | 6,400 ₹4,60,800 | 6,200 ₹4,46,400 | 7,700 ₹5,54,400 | 6,500 ₹4,68,000 |
| 8.00 | M & L for rendering 15mm thick in CM 1:4 on fair faces of brick masonary or concrete surface, finished even and smooth w/o using extra cement incl mixing of water proofing compund as per manufacturers instructions complete all as specified and directed.
Note : WPC shall be measured and paid seperately | 376 | Sqm | 270 ₹1,01,520 | 250 ₹94,000 | 220 ₹82,720 | 220 ₹82,720 | 200 ₹75,200 Lowest |
| 9.00 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in surface channels and drains and benching including finishing the top of benching even and smooth with using extra cement complete all as specified and directed. | 2.4 | Cum | 5,000 ₹12,000 | 4,456.92 ₹10,696.61 | 3,000 ₹7,200 Lowest | 8,000 ₹19,200 | 6,000 ₹14,400 |
| 10.00 | M&L providing cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in lintel up to 1.5 mtr clear span, cills, steps, seismic and other similar bands, plinth course, string course, lacing course, parapets and railing up to 60cm in height, coping, kneelers, apex stones, bed plates kerb, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 2.4 | Cum | 6,000 ₹14,400 | 6,250 ₹15,000 | 3,000 ₹7,200 Lowest | 8,000 ₹19,200 | 6,000 ₹14,400 |
Tender Value
Refer Docs
EMD Value
₹58,240
Closing Date
1 Sept 2026, 6:00 pmClosed
GE Jaipur
GE Jaipur
SPL REPAIR TO SEWAGE LINE IN VIJAY VIHAR UNDER AGE B/R-II AT JAIPUR MIL STN
2026_MES_782614_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
₹58,240
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. | 468 | Cum | - | - |
| 2 | 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. | 252.62 | Cum | - | - |
| 3 | Removing excavated material to a distance n. exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 215.38 | Cum | - | - |
| 4 | Supply, laying, jointing and testing in repair of 100mm bore, DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl breaking up old pipe complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 300 | RM | - | - |
| 5 | Supply, laying, jointing and testing in repair of 150mm bore, DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl breaking up old pipe complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 600 | RM | - | - |
| 6 | Supply, laying, jointing and testing in repair of 200mm bore, DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl breaking up old pipe complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 700 | RM | - | - |
| 7 | 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. | 72 | Cum | - | - |
| 8 | M & L for rendering 15mm thick in CM 1:4 on fair faces of brick masonary or concrete surface, finished even and smooth w/o using extra cement incl mixing of water proofing compund as per manufacturers instructions complete all as specified and directed.
Note : WPC shall be measured and paid seperately | 376 | Sqm | - | - |
| 9 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in surface channels and drains and benching including finishing the top of benching even and smooth with using extra cement complete all as specified and directed. | 2.4 | Cum | - | - |
| 10 | M&L providing cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in lintel up to 1.5 mtr clear span, cills, steps, seismic and other similar bands, plinth course, string course, lacing course, parapets and railing up to 60cm in height, coping, kneelers, apex stones, bed plates kerb, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 2.4 | Cum | - | - |
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