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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC N A | NA | NA | 121004 | ₹16.7 L | L1 | Accepted-AOC Lowest quoted bidder |
| 2 | L2₹17.0 LRejected-Finance 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | ₹17.0 L | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹17.0 LRejected-Finance PLOT NO 46 WARD NO 08 OPPOSITE RADIO TOWER SAGAR ROAD TILAK NAGAR BIKANER 334003 RAJ | BIKANER | BIKANER | RAJASTHAN | 334003 | ₹17.0 L | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹17.4 LRejected-Finance | ₹17.4 L | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹17.5 LRejected-Finance | ₹17.5 L | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | SHREE GURU NANAK CONSTRUCTION COMPANY L7 | N.K. CONSTRUCTION COMPANY L1 | Beenu Co. Company L2 | M/S BUDHRAM BISHNOI L3 | m/s gaurav enterprises L5 | Vijay Enterprises L9 | RAJENDER ENTERPRISES L8 | M/s ASHAPURA CONSTRUCTION COMPANY L4 | M/S BIKANER CHEMICAL LABORATORIES L10 | JANGID CONSTRUCTION COMPANY L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 705 | Sqm | 44 ₹31,020 | 11 ₹7,755 | 15 ₹10,575 | 39 ₹27,495 | 22 ₹15,510 | 20 ₹14,100 | 90 ₹63,450 | 23 ₹16,215 | 30 ₹21,150 | 9 ₹6,345 |
| 2.00 | Excavation in post holes (or similar holes) in hard/dense soil, each in not exc. 0.50 cum getting out returning,filling in an ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and making good surface all as complete specified & directed. | 34 | Each | 77 ₹2,618 | 151 ₹5,134 | 119 ₹4,046 | 69 ₹2,346 | 90 ₹3,060 | 150 ₹5,100 | 108 ₹3,672 | 139 ₹4,726 | 90 ₹3,060 | 90 ₹3,060 |
| 3.00 | Excavating in trenches in hard/dense soil, n exc 1.5 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 complete all as specified and directed. | 2.5 | Cum | 177 ₹442.50 | 121 ₹302.50 | 189 ₹472.50 | 179 ₹447.50 | 180 ₹450 | 200 ₹500 | 90 ₹225 | 89 ₹222.50 | 225 ₹562.50 | 180 ₹450 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 0.25 | Cum | 21 ₹5.25 | 45 ₹11.25 | 49 ₹12.25 | 49 ₹12.25 | 100 ₹25 | 60 ₹15 | 81 ₹20.25 | 69 ₹17.25 | 30 ₹7.50 | 80 ₹20 |
| 5.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point in soils complete all as specified and directed. | 4.46 | Cum | 31 ₹138.26 | 65 ₹289.90 | 59 ₹263.14 | 49 ₹218.54 | 110 ₹490.60 | 150 ₹669 | 90 ₹401.40 | 89 ₹396.94 | 30 ₹133.80 | 90 ₹401.40 |
| 6.00 | M&L for Cement concrete Type D2 (1:4:8) using (40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified and directed. | 0.5 | Cum | 2,929 ₹1,464.50 | 3,000 ₹1,500 | 1,900 ₹950 | 2,229 ₹1,114.50 | 2,700 ₹1,350 | 2,500 ₹1,250 | 3,870 ₹1,935 | 3,456 ₹1,728 | 3,000 ₹1,500 | 3,600 ₹1,800 |
| 7.00 | M&L for cement concrete type C2 (1:3:6) using (40mm graded aggregate) as in posts( including caps and bases) complete all as specified and directed. | 2.7 | Cum | 3,131 ₹8,453.70 | 3,200 ₹8,640 | 2,399 ₹6,477.30 | 2,529 ₹6,828.30 | 3,100 ₹8,370 | 3,000 ₹8,100 | 4,230 ₹11,421 | 4,369 ₹11,796.30 | 3,300 ₹8,910 | 4,200 ₹11,340 |
| 8.00 | M&L for steelwork in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979, IS-4923-1997 grade St 240, including embedding in concrete complete and all as specified and directed.
Note:- Concrete shall be measured and paid separately. | 6,870 | Kg | 121 ₹8.3 L | 115 ₹7.9 L | 109 ₹7.5 L | 109 ₹7.5 L | 110 ₹7.6 L | 140 ₹9.6 L | 117 ₹8.0 L | 123 ₹8.5 L | 140 ₹9.6 L | 102 ₹7.0 L |
| 9.00 | S&F MS plain plates, square cut, with riveted, bolted or welded attachment FE-410-W (Gde-E-250) quality A complete and all as specified and directed. | 15 | Kg | 124 ₹1,860 | 105 ₹1,575 | 129 ₹1,935 | 99 ₹1,485 | 110 ₹1,650 | 130 ₹1,950 | 117 ₹1,755 | 123 ₹1,845 | 130 ₹1,950 | 125 ₹1,875 |
| 10.00 | S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n.exc 5cm long, diameter of neck in 5 to 10mm complete all as specified and directed. | 10 | Kg | 127 ₹1,270 | 150 ₹1,500 | 139 ₹1,390 | 119 ₹1,190 | 160 ₹1,600 | 160 ₹1,600 | 135 ₹1,350 | 123 ₹1,230 | 150 ₹1,500 | 125 ₹1,250 |
Updated dates
Tender Value
₹23.1 L
EMD Value
₹46,140
Closing Date
11 Mar 2026, 6:00 pmClosed
GE AF NAL
GE AF NAL
As mentioned in BOQ
2026_MES_752485_1
GE (AF) NAL /T-74/2025-26
Open Tender
Civil Works
150 days
GE AF NAL
As per NIT and Tender documents Class E and above and category a(i)
9 documents required · 9 mandatory
₹500
GE AF NAL
₹46,140
Yes
28 Mar 2026
12 Feb 2026
13 Mar 2026
12 Feb 2026
11 Mar 2026
26 Feb 2026
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
Excavation in post holes (or similar holes) in hard/dense soil, each in not exc. 0.50 cum getting out returning,filling in an ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and making good surface all as complete specified & directed.
Excavating in trenches in hard/dense soil, n exc 1.5 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 complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point in soils complete all as specified and directed.
M&L for Cement concrete Type D2 (1:4:8) using (40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified and directed.
M&L for cement concrete type C2 (1:3:6) using (40mm graded aggregate) as in posts( including caps and bases) complete all as specified and directed.
M&L for steelwork in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979, IS-4923-1997 grade St 240, including embedding in concrete complete and all as specified and directed. Note:- Concrete shall be measured and paid separately.
S&F MS plain plates, square cut, with riveted, bolted or welded attachment FE-410-W (Gde-E-250) quality A complete and all as specified and directed.
S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n.exc 5cm long, diameter of neck in 5 to 10mm complete all as specified and directed.
M&L for Pre- painted galvalume aluminium zinc coating GI based corrugated or semi corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete and all as specified and directed.
M&L for Pre-painted galvalume aluminium zinc coating GIaluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete and all as specified and directed.
M&L for preparation of newly or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
M&L for brickwork with sub class 'B' old size bricks, straight or curved on plan exc 6 m mean radius built in cement mortar (1:6), complete all as specified and directed.
M&L for 15mm thick rendering in CM (1:4) on brick or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed.
M&L for preparation of newly plastered surface and apply two coats of acrylic smooth exterior paint of required shade applied over one coat of alkali resistant primer in camouflage pattern complete all as specified and directed.
Material and labour for 100mm thick PCC (1:4:8) type D-2 ( using 40mm graded stone aggregates) as in sub base of floor surface finished even & rough to receive floor topping complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness M-35 grade, with grey cement, pigment with 25mm thick sand filling complete all as specified and directed.
Material and labour for PCC 1:2:4 type B-1 ( using 20mm graded aggregate) as in kerbs or chamfered on edge or similar work etc. complete all as specified and directed.
M&L for hard core of broken bricks of guage n.exc 63mm deposited spread and levelled in layer n.exc 15cm thick watered and well rammed to true surfaces complete and all as specified and directed.
M & L for providing 75 mm thick PCC (1:4:8) type D-2 (using 40 mm graded stone agg.) in sub base of flooring complete and all as specified and directed.
Supply and laying design chequered cement concrete tiles (Glossy finish) 300mmx300mmx22mm thick made by table vibratory method set, jointed and pointed in neat cement slurry as in floors with grey cement & pigment over and including 20 mm thick screed bed in CM 1:4 complete all as specified and directed.
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