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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC | L1 | Accepted-AOC Being First Lowest | |
| 2 | L2₹25.9 L+₹22,495 (0.87%)Rejected-Finance | L2 | Rejected-Finance Other Than First Lowest | |
| 3 | L3₹27.4 L+₹1.7 L (6.58%)Rejected-Finance | L3 | Rejected-Finance Other Than First Lowest | |
| 4 | L4₹28.6 L+₹2.9 L (11.2%)Rejected-Finance | L4 | Rejected-Finance Other Than First Lowest | |
| 5 | L5₹28.6 L+₹2.9 L (11.3%)Rejected-Finance | L5 | Rejected-Finance Other Than First Lowest |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L1 | M/S Anil Enterprises L3 | R.S BUILDERS L2 | JAGDAMBA CONSTRUCTION COMPANY L7 | Rakesh Choudhary Contractor L10 | M/s KAKSI ENTERPRISES L8 | M P SHARMA L9 | PUSHPA G ENTERPRISES L5 | M/S PM CONSTRUCTIONS L6 | Rohan Construction Company L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5m deep and getting in soft/loose soil complete all as specified and as directed. | 271.25 | Cum | 170 ₹46,112.5 | 125 ₹33,906.25 Lowest | 300 ₹81,375 | 200 ₹54,250 | 200 ₹54,250 | 150 ₹40,687.5 | 200 ₹54,250 | 150 ₹40,687.5 | 250 ₹67,812.5 | 125 ₹33,906.25 Lowest |
| 2.00 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 775 | Sqm | 20 ₹15,500 | 10 ₹7,750 Lowest | 50 ₹38,750 | 40 ₹31,000 | 60 ₹46,500 | 30 ₹23,250 | 60 ₹46,500 | 10 ₹7,750 Lowest | 250 ₹1,93,750 | 110 ₹85,250 |
| 3.00 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. | 1,550 | Sqm | 950 ₹14,72,500 | 910 ₹14,10,500 | 800 ₹12,40,000 Lowest | 1,030 ₹15,96,500 | 1,150 ₹17,82,500 | 970 ₹15,03,500 | 870 ₹13,48,500 | 935 ₹14,49,250 | 945 ₹14,64,750 | 948 ₹14,69,400 |
| 4.00 | Rolling and consolidating formation surfaces in cutting with power roller of capacity exc 8 ton but n.exc 12 ton complete all as specified and directed. | 155 | X Sqm | 150 ₹23,250 | 350 ₹54,250 | 190 ₹29,450 | 300 ₹46,500 | 250 ₹38,750 | 500 ₹77,500 | 1,000 ₹1,55,000 | 150 ₹23,250 | 200 ₹31,000 | 100 ₹15,500 Lowest |
| 5.00 | M & L for 150 mm thick (spread thickness) Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 155 | X Sqm | 1,000 ₹1,55,000 | 1,900 ₹2,94,500 | 1,100 ₹1,70,500 | 2,500 ₹3,87,500 | 2,000 ₹3,10,000 | 2,700 ₹4,18,500 | 3,000 ₹4,65,000 | 2,500 ₹3,87,500 | 1,800 ₹2,79,000 | 900 ₹1,39,500 Lowest |
| 6.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm thickness, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed.
The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified. | 155 | X Sqm | 1,500 ₹2,32,500 | 2,600 ₹4,03,000 | 3,000 ₹4,65,000 | 2,500 ₹3,87,500 | 4,000 ₹6,20,000 | 2,400 ₹3,72,000 | 4,000 ₹6,20,000 | 2,350 ₹3,64,250 | 3,200 ₹4,96,000 | 1,333 ₹2,06,615 Lowest |
| 7.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. | 18 | Cum | 5,500 ₹99,000 | 6,600 ₹1,18,800 | 7,500 ₹1,35,000 | 5,700 ₹1,02,600 | 6,200 ₹1,11,600 | 5,200 ₹93,600 Lowest | 5,600 ₹1,00,800 | 6,905 ₹1,24,290 | 7,500 ₹1,35,000 | 8,999 ₹1,61,982 |
| 8.00 | Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed complete all as specified and directed. | 550 | Sqm | 120 ₹66,000 | 10 ₹5,500 Lowest | 20 ₹11,000 | 30 ₹16,500 | 20 ₹11,000 | 150 ₹82,500 | 50 ₹27,500 | 20 ₹11,000 | 150 ₹82,500 | 125 ₹68,750 |
| 9.00 | M&L for 100mm thick plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed. | 55 | Cum | 3,000 ₹1,65,000 | 2,750 ₹1,51,250 | 2,000 ₹1,10,000 | 2,300 ₹1,26,500 | 380 ₹20,900 | 2,400 ₹1,32,000 | 3,000 ₹1,65,000 | 2,500 ₹1,37,500 | 250 ₹13,750 Lowest | 3,488 ₹1,91,840 |
| 10.00 | M&L sand filling under floors or in foundations including watering, spreading and levelling in layers of 25 mm thick complete all as specified and as directed. | 13.75 | Cum | 500 ₹6,875 | 550 ₹7,562.5 | 700 ₹9,625 | 650 ₹8,937.5 | 400 ₹5,500 Lowest | 2,000 ₹27,500 | 500 ₹6,875 | 1,500 ₹20,625 | 1,200 ₹16,500 | 1,125 ₹15,468.75 |
Tender Value
Refer Docs
EMD Value
₹72,400
Closing Date
10 Jul 2025, 6:00 pmClosed
GE Jaipur
GE Jaipur
PROVN OF HARD STANDING FOR PARKING AND CONNECTING PATH NEAR SWIMMING POOL UNDER ZONE-I AREA AT JAIPUR MIL STN
2025_MES_713984_1
GE/J- /2025-26
Open Tender
Civil Works
Item Wise
90 days
GE Jaipur
As per Tender Documents
5 documents required · 5 mandatory
₹500
Yes
GE Jaipur
₹72,400
Yes
8 Oct 2025
12 Jun 2025
12 Jul 2025
12 Jun 2025
10 Jul 2025
26 Jun 2025
Amount
Excavation over areas n exc 1.5m deep and getting in soft/loose soil complete all as specified and as directed.
Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power roller of capacity exc 8 ton but n.exc 12 ton complete all as specified and directed.
M & L for 150 mm thick (spread thickness) Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm thickness, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed.
M&L sand filling under floors or in foundations including watering, spreading and levelling in layers of 25 mm thick complete all as specified and as directed.
M&L (Except Tiles) for cement concrete paver block any Grade, 60/80mm thick, as in footpath, parks.lawns, Driveways, Parking etc., laid in required colour and pattern over sand cushioning layer and filling of the joints with sand and cutting of paver blocks as per required size and pattern , finishing and sweeping the extra sand complete all as specified and directed by Engineer In-charge. Note:- (i) Sand Cushioning shall be measured seperately. (ii) Tiles obtained from dismantling shall be used under this item
M&L for brick work with sub-class 'B' bricks (ols size), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed
M & L rendering 15mm thick on fair faces of brick work or concrete surface in CM 1:4 finished even and fair complete all as specified and directed .
M&L preparation of new concrete/ brick/stone surfaces of kerb stone of any description over 10cm width or girth not otherwise described and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed.
Removing excavated soil to a distance exc 500 m and n exc 1.5 km and depositing where directed complete all as specified and directed.
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells 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.
Removing excavated soil 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.
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.
M&L providing cement concrete 1:2:4 type B0 (using 12.5 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 as directed
Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ
R.S BUILDERS (BID ID -3345781)
M/S Anil Enterprises (BID ID -3345308)
Rohan Construction Company (BID ID -3344436)
PUSHPA G ENTERPRISES (BID ID -3353508)
M/S PM CONSTRUCTIONS (BID ID -3353654)
JAGDAMBA CONSTRUCTION COMPANY (BID ID -3343768)
M/s KAKSI ENTERPRISES (BID ID -3346255)
M P SHARMA (BID ID -3345974)
Rakesh Choudhary Contractor (BID ID -3352730)
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