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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC NEAR ST XAVIER S SCHOOL BABINA CANTT DISTT JHANSI UP 284401 | JHANSI | UTTAR PRADESH | 284401 | L1 | Accepted-AOC Lowest Bidder. | |
| 2 | L2₹35.0 L+₹1.5 L (4.38%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Bidder. | |
| 3 | L3₹35.0 L+₹1.5 L (4.53%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder. | |
| 4 | L4₹37.2 L+₹3.7 L (11.1%)Rejected-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L4 | Rejected-Finance Not Lowest Bidder. | |
| 5 | L5₹37.3 L+₹3.8 L (11.3%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Bidder. |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR L4 | R N AGRAWAL L2 | mh enterprises L11 | VANI CONSTRUCTION L3 | M/S MADHAV ENTERPRISES L8 | brajcon L5 | BHARDWAJ CONSTRUCTIONS L6 | KASHI NATH BANWARI LAL L7 | VEER SINGH CONSTRUCTION L1 | V K CONTRACTOR L9 | M/s Aditya Enterprises L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, walls, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. | 322.64 | Cum | 100 ₹32,264 | 90 ₹29,037.6 Lowest | 100 ₹32,264 | 160 ₹51,622.4 | 100 ₹32,264 | 100 ₹32,264 | 125 ₹40,330 | 195 ₹62,914.8 | 100 ₹32,264 | 180 ₹58,075.2 | 150 ₹48,396 |
| 2.00 | Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed. | 150.96 | Cum | 50 ₹7,548 | 20 ₹3,019.2 Lowest | 50 ₹7,548 | 165 ₹24,908.4 | 100 ₹15,096 | 50 ₹7,548 | 45 ₹6,793.2 | 80 ₹12,076.8 | 80 ₹12,076.8 | 65 ₹9,812.4 | 100 ₹15,096 |
| 3.00 | Removing excavated material n.exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified and directed. | 61.04 | Cum | 80 ₹4,883.2 | 20 ₹1,220.8 Lowest | 48.7 ₹2,972.65 | 170 ₹10,376.8 | 100 ₹6,104 | 40 ₹2,441.6 | 90 ₹5,493.6 | 80 ₹4,883.2 | 90 ₹5,493.6 | 180 ₹10,987.2 | 50 ₹3,052 |
| 4.00 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation , filing and mass concrete complete all as specified and directed. | 80.66 | Cum | 2,700 ₹2,17,782 | 3,000 ₹2,41,980 | 3,500 ₹2,82,310 | 2,800 ₹2,25,848 | 3,500 ₹2,82,310 | 2,100 ₹1,69,386 | 2,500 ₹2,01,650 | 2,850 ₹2,29,881 | 1,800 ₹1,45,188 Lowest | 3,500 ₹2,82,310 | 4,200 ₹3,38,772 |
| 5.00 | M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge. | 230.88 | Cum | 3,700 ₹8,54,256 | 3,200 ₹7,38,816 | 3,600 ₹8,31,168 | 3,000 ₹6,92,640 Lowest | 4,200 ₹9,69,696 | 3,600 ₹8,31,168 | 3,500 ₹8,08,080 | 3,550 ₹8,19,624 | 3,090 ₹7,13,419.2 | 5,000 ₹11,54,400 | 3,500 ₹8,08,080 |
| 6.00 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and directed. | 444 | Sqm | 165 ₹73,260 | 140 ₹62,160 Lowest | 160 ₹71,040 | 150 ₹66,600 | 200 ₹88,800 | 150 ₹66,600 | 160 ₹71,040 | 180 ₹79,920 | 150 ₹66,600 | 250 ₹1,11,000 | 170 ₹75,480 |
| 7.00 | M&L for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished surface fair and even complete all as specified and as directed. | 444 | Sqm | 170 ₹75,480 | 150 ₹66,600 Lowest | 150 ₹66,600 Lowest | 150 ₹66,600 Lowest | 200 ₹88,800 | 165 ₹73,260 | 175 ₹77,700 | 180 ₹79,920 | 150 ₹66,600 Lowest | 250 ₹1,11,000 | 180 ₹79,920 |
| 8.00 | Supply only liquid water proofing compound of approved complete all as specified and directed. | 32.96 | Litre | 120 ₹3,955.2 | 130 ₹4,284.8 | 70 ₹2,307.2 | 200 ₹6,592 | 100 ₹3,296 | 90 ₹2,966.4 | 115 ₹3,790.4 | 100 ₹3,296 | 100 ₹3,296 | 65 ₹2,142.4 Lowest | 200 ₹6,592 |
| 9.00 | Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge. | 618 | Each | 60 ₹37,080 | 50 ₹30,900 | 100 ₹61,800 | 100 ₹61,800 | 20 ₹12,360 Lowest | 50 ₹30,900 | 45 ₹27,810 | 100 ₹61,800 | 50 ₹30,900 | 100 ₹61,800 | 60 ₹37,080 |
| 10.00 | M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge. | 50.68 | Cum | 3,500 ₹1,77,380 | 3,600 ₹1,82,448 | 3,600 ₹1,82,448 | 2,500 ₹1,26,700 Lowest | 3,500 ₹1,77,380 | 3,500 ₹1,77,380 | 3,500 ₹1,77,380 | 2,900 ₹1,46,972 | 2,500 ₹1,26,700 Lowest | 4,000 ₹2,02,720 | 4,300 ₹2,17,924 |
Tender Value
₹42.7 L
EMD Value
₹85,450
Closing Date
10 Jan 2026, 6:00 pmClosed
Maj Sarith E
GE (WEST) MATHURA
PROVN OF SECURITY FENCING AT VARIOUS LOCATION UNDER GE (W) MATHURA
2025_MES_746303_1
8300-1355/E8
Open Tender
Civil Works
Item Rate
180 days
GE (WEST) MATHURA
As per NIT
10 documents required · 10 mandatory
₹500
GE (WEST) Mathura
₹85,450
Yes
23 Feb 2026
27 Dec 2025
17 Jan 2026
27 Dec 2025
10 Jan 2026
3 Jan 2026
Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, walls, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed.
Removing excavated material n.exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified and directed.
M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation , filing and mass concrete complete all as specified and directed.
M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and directed.
M&L for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished surface fair and even complete all as specified and as directed.
Supply only liquid water proofing compound of approved complete all as specified and directed.
Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.
M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge.
S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.
Supply only mild steel galvanized chain link fencing of any mesh, size and type complete all as specified and directed by Engineer-in-charge. Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.
Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge. Note :- Supply only chain link fencing shall be measured and paid for separately under respective item of BOQ.
M&L for mild steel work as in posts and struts in fencing including drilling bolting or riveting etc. wind tie for roof including cutting topes to shape as directed, drilling holes, notching for wire etc, flat iron (for securing wire mesh) conforming to Fe-290 Gde E-165, complete all as specified and directed by Engineer-in-Charge.
M&L preparation new or previously untreated steel surfaces of any description not exc 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
S&F galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.
M&L for preparartion of new plastered surfaces of walls and applying two coats cement base paint on walls complete all as specified and directed.
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