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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | ₹22.6 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹22.7 L+₹10,265 (0.45%)Rejected-Finance | ₹22.7 L+₹10,265 (0.45%) | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹23.4 L+₹72,355 (3.20%)Rejected-Finance | ₹23.4 L+₹72,355 (3.20%) | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹24.0 L+₹1.4 L (6.17%)Rejected-Finance | ₹24.0 L+₹1.4 L (6.17%) | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹24.2 L+₹1.6 L (7.06%)Rejected-Finance | ₹24.2 L+₹1.6 L (7.06%) | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S MAYANK ASSOCIATE L5 | Deep Construction Company L8 | PUSHPA G ENTERPRISES L3 | M/s M K Associates L4 | M/s G K ENTERPRISES L10 | M/s BSR Construction L6 | Ajay Enterprises L1 | MANDIYA ENTERPRISES L9 | RAMJI LAL & SONS L11 | V S CONSTRUCTION L7 | UDAY PRATAP SINGH L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil complete all as specified and directed. | 28 | CUM | 280 ₹7,840 | 120 ₹3,360 Lowest | 175 ₹4,900 | 260 ₹7,280 | 190 ₹5,320 | 200 ₹5,600 | 200 ₹5,600 | 250 ₹7,000 | 500 ₹14,000 | 180 ₹5,040 | 150 ₹4,200 |
| 2.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 20 | CUM | 280 ₹5,600 | 100 ₹2,000 | 60 ₹1,200 | 150 ₹3,000 | 190 ₹3,800 | 100 ₹2,000 | 35 ₹700 Lowest | 150 ₹3,000 | 400 ₹8,000 | 80 ₹1,600 | 80 ₹1,600 |
| 3.00 | Removal of excavated materials (soil) exceeding 50 m but not exceeding 100 m and depositing where directed at a level not exceeding 1.5 m above the starting points complete all as specified and directed | 8 | CUM | 248 ₹1,984 | 150 ₹1,200 | 135 ₹1,080 | 250 ₹2,000 | 190 ₹1,520 | 125 ₹1,000 | 50 ₹400 Lowest | 150 ₹1,200 | 300 ₹2,400 | 150 ₹1,200 | 80 ₹640 |
| 4.00 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 1 | CUM | 6,807 ₹6,807 | 2,400 ₹2,400 Lowest | 3,600 ₹3,600 | 3,600 ₹3,600 | 6,500 ₹6,500 | 3,000 ₹3,000 | 3,500 ₹3,500 | 8,000 ₹8,000 | 4,000 ₹4,000 | 2,500 ₹2,500 | 6,000 ₹6,000 |
| 5.00 | M&L for brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed. | 4 | CUM | 5,890 ₹23,560 | 4,400 ₹17,600 | 4,800 ₹19,200 | 4,050 ₹16,200 Lowest | 5,510 ₹22,040 | 4,800 ₹19,200 | 5,500 ₹22,000 | 8,000 ₹32,000 | 5,500 ₹22,000 | 5,600 ₹22,400 | 8,000 ₹32,000 |
| 6.00 | M&L for machine cut and chisel dressed edge kota stone slab flooring mirror finished 40-50 mm thick over and including 20 mm thick screed bed in cement mortar 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. | 1,330 | SQM | 1,320 ₹17,55,600 | 1,651 ₹21,95,830 | 1,336 ₹17,76,880 | 1,300 ₹17,29,000 | 1,615 ₹21,47,950 | 1,450 ₹19,28,500 | 1,400 ₹18,62,000 | 1,284 ₹17,07,720 Lowest | 1,750 ₹23,27,500 | 1,580 ₹21,01,400 | 1,400 ₹18,62,000 |
| 7.00 | M&L for machine cut and chisel dressed edge kota stone slab mirror finished 20-25 mm thick in riser of step ,skirting, dado and pillar over and including screed 15 mm thick in cement mortar 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. | 20 | SQM | 1,300 ₹26,000 | 500 ₹10,000 Lowest | 1,700 ₹34,000 | 1,000 ₹20,000 | 1,115 ₹22,300 | 900 ₹18,000 | 1,100 ₹22,000 | 1,084 ₹21,680 | 1,750 ₹35,000 | 950 ₹19,000 | 1,400 ₹28,000 |
| 8.00 | M&L for rounding to edges of stone slabs on edge, such as in steps, cooking platform, and other similar situations complete all as specified and directed. | 60 | RM | 100 ₹6,000 | 60 ₹3,600 | 75 ₹4,500 | 60 ₹3,600 | 45 ₹2,700 Lowest | 100 ₹6,000 | 100 ₹6,000 | 50 ₹3,000 | 400 ₹24,000 | 50 ₹3,000 | 100 ₹6,000 |
| 9.00 | M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub-floors, sub-bases, floors and paving, etc. complete all as specified and directed. | 1,243 | SQM | 260 ₹3,23,180 | 240 ₹2,98,320 | 275 ₹3,41,825 | 280 ₹3,48,040 | 350 ₹4,35,050 | 250 ₹3,10,750 | 200 ₹2,48,600 Lowest | 564 ₹7,01,052 | 330 ₹4,10,190 | 215 ₹2,67,245 | 200 ₹2,48,600 Lowest |
| 10.00 | M&L for 15 mm thick in cement mortar 1:4 rendering on fair faces of brick work or concrete surface of wall finished even and smooth without using extra cement complete all as specified and directed. | 55 | SQM | 220 ₹12,100 | 220 ₹12,100 | 245 ₹13,475 | 198 ₹10,890 Lowest | 750 ₹41,250 | 300 ₹16,500 | 250 ₹13,750 | 200 ₹11,000 | 250 ₹13,750 | 220 ₹12,100 | 220 ₹12,100 |
Tender Value
₹27.2 L
EMD Value
₹54,400
Closing Date
14 Aug 2026, 6:00 pmClosed
GE(S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
PROVN OF KOTA STONE IN ASSEMBLY AREA (PRIMARY SECTION) AT KENDRIYA VIDYALAYA NO 02 UNDER GE (S) JAIPUR AT JAIPUR
2026_MES_780546_1
GE(S)/J-104/2026-27 8484/E8
Open Tender
Civil Works
Item Rate
180 days
GE(S) Jaipur
Class D and Category a (i)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹54,400
Yes
12 Sept 2026
24 Jul 2026
21 Aug 2026
24 Jul 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil complete all as specified and directed. | 28 | CUM | - | - |
| 2 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 20 | CUM | - | - |
| 3 | Removal of excavated materials (soil) exceeding 50 m but not exceeding 100 m and depositing where directed at a level not exceeding 1.5 m above the starting points complete all as specified and directed | 8 | CUM | - | - |
| 4 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 1 | CUM | - | - |
| 5 | M&L for brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed. | 4 | CUM | - | - |
| 6 | M&L for machine cut and chisel dressed edge kota stone slab flooring mirror finished 40-50 mm thick over and including 20 mm thick screed bed in cement mortar 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. | 1,330 | SQM | - | - |
| 7 | M&L for machine cut and chisel dressed edge kota stone slab mirror finished 20-25 mm thick in riser of step ,skirting, dado and pillar over and including screed 15 mm thick in cement mortar 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. | 20 | SQM | - | - |
| 8 | M&L for rounding to edges of stone slabs on edge, such as in steps, cooking platform, and other similar situations complete all as specified and directed. | 60 | RM | - | - |
| 9 | M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub-floors, sub-bases, floors and paving, etc. complete all as specified and directed. | 1,243 | SQM | - | - |
| 10 | M&L for 15 mm thick in cement mortar 1:4 rendering on fair faces of brick work or concrete surface of wall finished even and smooth without using extra cement complete all as specified and directed. | 55 | SQM | - | - |
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