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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹36.6 L+₹5.1 L (16.0%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹36.7 L+₹5.2 L (16.4%)Rejected-Finance 60 MADHUVAN BANK COLONY ALWAR | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹37.2 L+₹5.7 L (18.0%)Rejected-Finance | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹37.7 L+₹6.2 L (19.6%)Rejected-Finance | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/s Laxmi Enterprises L1 | shiva construction L6 | M/S JINDAL ENTERPRISES L3 | AARSINFRATECH L5 | M/S Sahil Infrastructures L2 | Khatana enterprises L7 | M/S GAURI CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in over areas n exc 1.50m in depth and getting out in soft /loose soil complete all as specified and directed. | 122 | Cum | 99 ₹12,078 | 200 ₹24,400 | 90 ₹10,980 Lowest | 138 ₹16,836 | 150 ₹18,300 | 150 ₹18,300 | 149 ₹18,178 |
| 2.00 | Excavation in over areas exc 1.50m and n exc 3.0 m in depth and getting out in soft /loose soil complete all as specified and directed. | 82 | Cum | 149 ₹12,218 | 250 ₹20,500 | 90 ₹7,380 Lowest | 147 ₹12,054 | 150 ₹12,300 | 200 ₹16,400 | 149 ₹12,218 |
| 3.00 | Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft /loose soil complete all as specified and directed. | 500 | Cum | 80 ₹40,000 Lowest | 270 ₹1,35,000 | 90 ₹45,000 | 147 ₹73,500 | 150 ₹75,000 | 150 ₹75,000 | 119 ₹59,500 |
| 4.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in layers complete all as specified and directed. | 90 | Cum | 49 ₹4,410 | 40 ₹3,600 | 55 ₹4,950 | 39 ₹3,510 Lowest | 75 ₹6,750 | 50 ₹4,500 | 49 ₹4,410 |
| 5.00 | Removing surplus excavated soil to a distance n.exc 50 metre and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 614 | Cum | 30 ₹18,420 | 40 ₹24,560 | 55 ₹33,770 | 48 ₹29,472 | 145 ₹89,030 | 60 ₹36,840 | 19 ₹11,666 Lowest |
| 6.00 | M&L for PCC (1:2:4) type B-2, using 40 mm graded crushed stone aggregate in foundtion, filling and mass concrete complete all as specified and directed. | 6 | Cum | 2,800 ₹16,800 | 4,000 ₹24,000 | 2,000 ₹12,000 Lowest | 3,600 ₹21,600 | 3,500 ₹21,000 | 4,000 ₹24,000 | 4,349 ₹26,094 |
| 7.00 | M&L for RCC M-30 (Design Mix) using 20 mm graded crushed stone aggregate as in foundation including column footing and plinth beams complete all as specified and directed. | 24 | Cum | 3,449 ₹82,776 Lowest | 4,800 ₹1,15,200 | 4,200 ₹1,00,800 | 4,530 ₹1,08,720 | 4,150 ₹99,600 | 5,400 ₹1,29,600 | 4,349 ₹1,04,376 |
| 8.00 | M&L for RCC M-30 (Design Mix) using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed. | 36 | Cum | 3,500 ₹1,26,000 Lowest | 4,700 ₹1,69,200 | 4,200 ₹1,51,200 | 4,530 ₹1,63,080 | 4,200 ₹1,51,200 | 5,400 ₹1,94,400 | 4,349 ₹1,56,564 |
| 9.00 | M&L for RCC M-30 (Design Mix) using 20 mm graded crushed stone aggregate as in slab supported on walls, beams and the column in floors, roof landing, balconies canopies, deck slab and in shelves and the like complete all as specified and directed. | 12 | Cum | 3,500 ₹42,000 Lowest | 4,700 ₹56,400 | 4,200 ₹50,400 | 4,530 ₹54,360 | 4,100 ₹49,200 | 5,400 ₹64,800 | 4,349 ₹52,188 |
| 10.00 | M&L for formwork for rough finished surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter complete all as specified and directed. | 22 | Sqm | 250 ₹5,500 | 300 ₹6,600 | 350 ₹7,700 | 345 ₹7,590 | 710 ₹15,620 | 180 ₹3,960 Lowest | 399 ₹8,778 |
Tender Value
₹41.8 L
EMD Value
₹84,000
Closing Date
12 Mar 2026, 6:00 pmClosed
GE Alwar
Alwar
PROVN OF RAIN WATER HARVESTING ALONGWITH STORM WATER DRAIN AT ZORAWAR MARG AT ITARANA CANTT ALWAR
2026_MES_753225_1
8511/E8
Open Tender
Civil Works
Item Rate
180 days
Alwar
As per NIT
6 documents required · 6 mandatory
₹500
GE Alwar
₹84,000
Yes
30 Mar 2026
18 Feb 2026
14 Mar 2026
18 Feb 2026
12 Mar 2026
5 Mar 2026
18 Feb 2026 - 4 Mar 2026
Excavation in over areas n exc 1.50m in depth and getting out in soft /loose soil complete all as specified and directed.
Excavation in over areas exc 1.50m and n exc 3.0 m in depth and getting out in soft /loose soil complete all as specified and directed.
Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft /loose soil complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in layers complete all as specified and directed.
Removing surplus excavated soil to a distance n.exc 50 metre and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
M&L for PCC (1:2:4) type B-2, using 40 mm graded crushed stone aggregate in foundtion, filling and mass concrete complete all as specified and directed.
M&L for RCC M-30 (Design Mix) using 20 mm graded crushed stone aggregate as in foundation including column footing and plinth beams complete all as specified and directed.
M&L for RCC M-30 (Design Mix) using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed.
M&L for RCC M-30 (Design Mix) using 20 mm graded crushed stone aggregate as in slab supported on walls, beams and the column in floors, roof landing, balconies canopies, deck slab and in shelves and the like complete all as specified and directed.
M&L for formwork for rough finished surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter complete all as specified and directed.
M&L for formwork for rough finished surface to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, vertical or to batter complete all as specified and directed.
M&L for formwork for rough finished surface to soffits of suspended slabs such as roof slabs, floor, slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.
M&L for TMT Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for Brick work with sub class ‘B’ bricks straight or curved on plan exc 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed.
M & L for PCC (1:4:8) type D-2, using 40 mm graded stone aggregate in foundation, filling and mass concrete complete all as specified and directed.
M&L for cement concrete 1:2:4 type B-2 using 40 mm graded aggegate as in surface channels and drains, benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed.
M&L for plain cement concrete type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m clear span and other similar bands, plinth courses, string courses,parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, water troughs and the like including weathering, slightly rounded or chamfered anglesand throating complete all as specified and directed.
M&L extra for forming fair finished drain or channel upto 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stoped ends etc complete all as specified and directed.
M & L for rendering 10 mm thick cement plaster in cement mortar 1:4 on fair faces of brick work or concrete surface finished even and smooth without using extra cement complete all as specified and directed.
M & L for rendering 15 mm thick cement plaster in cement mortar 1:4 on on stone masonry surfaces or surface other than fair face of brick-work finished even and smooth without using extra cement complete all as specified and directed.
S&F perforated PVC stainer pipes of 150 mm nominal outside diameter fixed on wall complete all as specified and directed.
S&F in repair 110mm dia PVC (SWR) pipes vent pipes fixed to walls/slab complete all as specified and directed.
S&F 110mm dia PVC (SWR) pipes vent cowl complete all as specified and directed.
M&L for hardcore for loose filling of gauge 40 to 80 mm in soakage pit / well complete all as specified and directed.
M&L for gravel bed for loose filling of size 3 to 10 mm in soakage pit / well complete all as specified and directed.
M&L for coarse sand filling in floors and pavings laid in layers spread, levelled and rammed including watering complete all as specified and directed.
M&L for boring holes in soft / loose soil for incasing GI tubing 300 mm pipe complete all as specified and directed.
S&F for 150mm GI slotted pipe with 3.16 mm slot size pipe for inserting in hole etc complete all as specified and directed.
S&F for pipe cap of 150 mm bore 20 mm GI vent pipe with 6mm thick cover plate complete all as specified and directed.
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