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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹1.8 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹2.5 Cr+₹66.9 L (37.3%)Rejected-Finance H NO 547 MAHADEV CIRCLE INDIRA COLONY JAISALMER RAJASTHAN 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹2.5 Cr+₹66.9 L (37.3%) | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹2.8 Cr+₹1.0 Cr (57.7%)Rejected-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | ₹2.8 Cr+₹1.0 Cr (57.7%) | L3 | Rejected-Finance Other than Lowest |
| 4 | L4₹2.9 Cr+₹1.1 Cr (61.5%)Rejected-Finance | ₹2.9 Cr+₹1.1 Cr (61.5%) | L4 | Rejected-Finance Other than Lowest |
| 5 | Rejected-Technical 35 B BHERU VILLAS SARDAR CLUB SCHEME AIR FORCE JODHPUR 342 011 | JODHPUR | JODHPUR | RAJASTHAN | 342011 | - | - | Rejected-Technical NO remarks in E-in-Cs Branch WLR QE Jun 2025. |
| Sl No | Description | Qty | Unit | M/s Brij Construction And Engineers L4 | GEMRARAMCONTRACTOR L1 | J S Construction Company L3 | BHAWANI CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraullic excavator), over areas (exc 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan), not exceeding 1.5m deep and getting out in Soft/Disintigrated rock complete all as specified and directed by Engineer-in-charge. | 4,331.91 | CUM | 450 ₹19,49,359.5 | 200 ₹8,66,382 Lowest | 650 ₹28,15,741.5 | 400 ₹17,32,764 |
| 2.00 | Earth work in excavation by mechanical means (hydraullic excavator) in foundation, trenches or drains (not exc 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, ot exceeding 1.5m deep and getting out in Soft/Disintigrated rock complete all as specified and directed by Engineer-in-charge. | 329.55 | CUM | 500 ₹1,64,775 | 250 ₹82,387.5 Lowest | 900 ₹2,96,595 | 800 ₹2,63,640 |
| 3.00 | Earth work in excavation by mechanical means (hydraullic excavator), over areas (exc. 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-charge. | 1,963.85 | CUM | 250 ₹4,90,962.5 | 150 ₹2,94,577.5 Lowest | 250 ₹4,90,962.5 | 450 ₹8,83,732.5 |
| 4.00 | M&L for excavating in post holes (or similar holes) each n.exc 0.50cum , 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 50m and making good surface in any type of soil complete all as specified and directed by Engineer-in-charge. | 12 | EACH | 100 ₹1,200 Lowest | 200 ₹2,400 | 150 ₹1,800 | 800 ₹9,600 |
| 5.00 | Earth work in excavation by mechanical means (hydraullic excavator) in foundation, trenches or drains (not exc 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms not exc 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-charge. | 100.58 | CUM | 250 ₹25,145 | 150 ₹15,087 Lowest | 220 ₹22,127.6 | 400 ₹40,232 |
| 6.00 | Surface excavation n.exc 30cm deep and averaging 15 cm in deep and getting out in Soft/Disintigrated rock complete all as specified and as directed by the Engineer-in-Charge. | 1,302.15 | SQM | 60 ₹78,129 | 100 ₹1,30,215 | 30 ₹39,064.5 Lowest | 90 ₹1,17,193.5 |
| 7.00 | M&L for surface dressing n.exc 15cm deep in any type of soil complete all as specified and directed by Engineer-in-charge. | 11,504.2 | SQM | 60 ₹6,90,252 | 50 ₹5,75,210 | 30 ₹3,45,126 Lowest | 80 ₹9,20,336 |
| 8.00 | M&L for surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. | 1,948.15 | SQM | 50 ₹97,407.5 | 150 ₹2,92,222.5 | 30 ₹58,444.5 Lowest | 90 ₹1,75,333.5 |
| 9.00 | Returning, filling of Soft/Disintigrated rock in, including spreading, levelling, watering and well ramming in layers n.exc 25cm complete all as specified and directed by Engineer-in-charge. | 73.25 | CUM | 500 ₹36,625 | 400 ₹29,300 | 50 ₹3,662.5 Lowest | 60 ₹4,395 |
| 10.00 | Removing excavated surplus Soft/Disintigrated rock material exc 250m but n.exc 500m and depositing where directed complete all as specified and directed by Engineer-in-charge. | 5,023.67 | CUM | 500 ₹25,11,835 | 300 ₹15,07,101 | 250 ₹12,55,917.5 | 150 ₹7,53,550.5 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹3.9 L
Closing Date
18 Dec 2025, 6:00 pmClosed
CWE (A) Jaisalmer
HQ CWE ARMY JAISALMER 345001 RAJASTHAN
CONSTRUCTION OF ROAD, HARDSTANDING, PARADE GROUND, FOOTBALL/HOCKEY GROUND, BASKET BALL, VOLLEY BALL GROUND ETC WORKS UNDER GE(A)(P) No.1 JAISALMER. (JOB No. 2958).
2025_MES_740879_1
84380/C/E8
Open Tender
Civil Works - Roads
Item Rate
240 days
JAISALMER
AS PER NIT
8 documents required · 8 mandatory
₹2,000
GE ARMY PROJECT No. 1JAISALMER
₹3.9 L
Yes
27 Jan 2026
21 Nov 2025
20 Dec 2025
21 Nov 2025
18 Dec 2025
13 Dec 2025
21 Nov 2025 - 28 Nov 2025
Earthwork in excavation by mechanical means (hydraullic excavator), over areas (exc 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by engr-in-charge.xc 1.5m deep and getting out in ordinary rocks complete all as specified and directed by Engineer-in-charge.
Earth work in Excavation by mechanical means (hydraullic excavator)/in foundation in trenches or drains (not exc 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus ordinary rocks as directed within the lead of 50 m.
M&L for earthwork in excavation by mechanical means (hydraullic excavator), over areas (exc 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by engr-in-charge.xc 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-charge.
M&L for excavating in post holes (or similar holes) each n.exc 0.50cum , getting out, retuning, 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 50m and making good surface in any type of soil complete all as specified and directed by Engineer-in-charge.
M&L for surface dressing n.exc 15cm deep in any type of soil complete all as specified and directed by Engineer-in-charge.
M&L for plain cement concrete 1:4:8 Type D-2 using 40mm graded aggregate as in foundation, filling in mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L RCC (Design Mix) M-25 (using 20 mm graded stone aggregate) as in foundations, including rafts, footing foundation beams, plinth beam, base for coulm, etc basement slab under ream piles and mass complete all as specified and directed by Engineer-in-Charge.
M&L RCC (Design Mix) M-25 (using 20 mm graded stone aggregate) as in Column, Pillars post and struts etc complete all as specified and directed by Engineer-in-Charge.
M&L for squarred rubble walling jodhpur type, reqular coursed, well bonded, bedded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
Extra over for hammer dressing to face stones with maximum depression on face from a straight edge n.exc 20mm and dressing face beds and joints as specified to squared rublle walling regular coursed, jodhpur type complete all as specified and as directed by the Engineer-in-Charge.
M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping including necessary form work complete all as specified and as directed by the Engineer-in-Charge.
M&L for rendering 15mm thick in CM 1:4 external surface of stone masnory on wall complete all as specified and as directed by the Engineer-in-Charge.
Rolling and consolidating to required gradient and camber of formation surface (cutting or filling ) of roads/surfaces with 8 to 12 tonne power roller including filling in depressions which occur during rolling complete all as specified and directed by Engineer-in-charge.
M&L for moorum/red bajri filling in floors or paving, laid in layers n.exc 15cm thick, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-charge.
M&L for preparation of new steel surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-charge.
M&L for providing 75 mm thick PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in sub base of flooring surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-
Formwork to sides of concrete foundation ,footing,base of column ,raft beams , sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter to rough finish surface of concrete flat complete all as specified and directed by Engineer-in-Charge.
Formwork to sides of pillars, posts ,struts piers ,columns and stanchion to rough finish surface of concrete square ,rectangular or polygonal. complete all as specified and directed by Engineer-in-Charge.
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 theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed by Engineer-in-Charge.
M&L for TMT mild steel bars 6 to 8mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed by Engineer-in-Charge.
M&L for framed work as in doors or gates of angle Fe-410 (E-250B) or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-Charge.
S&F Mild steel flat iron for hold fast conforming to Fe 290 gde E-165 complete all as specified and directed by Engineer-in-Charge.
M&L for bituminous premix semi dense asphaltic concrete 40 mm consolidated/ Compacted thickness using Hot Mix plant and mechanical paver with 5.5% (paving bitumen VG30 Grade) binder content by weighrt of total mix, Rolled and compacted using 8 to 10 tonne power road roller to required camber and gradient complete all as specified and as directed by Engr-in-charge.
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