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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.7 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹29.7 L−₹8.0 L (21.1%)Rejected-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L2 | Rejected-Finance Not being not L1 | |
| 3 | L3₹40.2 L+₹2.5 L (6.65%)Rejected-Finance 08 PINK ENCLAVE MAHESH NAGAR BALAJI VIHAR GOPALPURA JAIPUR RAJASTHAN 302015 INDIA | JAIPUR | RAJASTHAN | 302015 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹41.5 L+₹3.8 L (10.2%)Rejected-Finance RAMA PARK A 121 BLOCK A UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | L4 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | imran construction company L2 | HANUMAN BUILDERS L4 | innovision limited L1 | M/S SIMRAN CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep and getting out in soft loose soil complete all as specified and directed by Engineer-in-Charge. | 594 | Sqm | 20 ₹11,880 Lowest | 35 ₹20,790 | 41 ₹24,354 | 30 ₹17,820 |
| 2.00 | Exacavation over area n.exc 1.5 m deep and getting out in soft /loose soil ccomplete all as specified and directed by Engineer-in-Charge. | 691.84 | Cum | 165 ₹1,14,153.6 | 150 ₹1,03,776 | 141 ₹97,549.44 Lowest | 180 ₹1,24,531.2 |
| 3.00 | Exacavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, trenches etc, n.exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge. | 73.19 | Cum | 190 ₹13,906.1 | 250 ₹18,297.5 | 161 ₹11,783.59 Lowest | 200 ₹14,638 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft soil complete all as specified and directed by Engineer-in-Charge. | 67 | Cum | 90 ₹6,030 | 200 ₹13,400 | 61 ₹4,087 Lowest | 90 ₹6,030 |
| 5.00 | Forming embankments solid including raising (or lowering) earth, spreading in layers n.exc 30 cm thick, watering, ramming / rollling and finishing to required size, shape etc n.exc 5 m height from base complete all as specified and directed by Engineer-in-Charge. | 4.9 | Cum | 350 ₹1,715 Lowest | 2,200 ₹10,780 | 701 ₹3,434.9 | 350 ₹1,715 Lowest |
| 6.00 | M&L for approved moorum / red bajri filling in floor or paving, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. | 113.4 | Cum | 1,300 ₹1,47,420 | 1,200 ₹1,36,080 | 961 ₹1,08,977.4 Lowest | 1,500 ₹1,70,100 |
| 7.00 | Rolling and consilidating formation and berms over cutting, filling earth including watering as required, filling in hollows and depression which occurs during the processs of rolling with power roller 8 to 10 Ton complete all as specified and directed by Engineer-in-Charge. | 165.25 | 10 Sqm | 90 ₹14,872.5 | 500 ₹82,625 | 821 ₹1,35,670.25 | 60 ₹9,915 Lowest |
| 8.00 | M&L for 200mm thick (compacted thickness) granular sub base (Kankar or Laterite), spread, rolled and consolidated with 8 to 12 Ton capacity power roller to required gradient and camber complete all as specified and directed by Engineer-in-Charge. | 56.7 | 10 Sqm | 2,500 ₹1,41,750 | 5,250 ₹2,97,675 | 5,101 ₹2,89,226.7 | 2,000 ₹1,13,400 Lowest |
| 9.00 | M&L for 250 mm thick (compacted thickness) Wet Mixed Macadam (WMM) with coarse aggragate in two layers (Kankar or Laterite) of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required with power roller of 8 to 10 Ton capacity complete all as specified and directed by Engineer-in-Charge. | 56.7 | 10 Sqm | 3,500 ₹1,98,450 Lowest | 5,750 ₹3,26,025 | 6,111 ₹3,46,493.7 | 3,800 ₹2,15,460 |
| 10.00 | M&L for stainless steel road sign board both sides comprising of the following:-
(a) Two Nos stainless steel pipe 50 mm dia & 2100 mm long of heavy grade including top fancy cap and four Nos anchors at bottom for embedding in PCC.
(b) Stainless steel 25mm square pipe frame of size 1200mmx750mm triangular at one side welded butt and bright finished, fixed to stainless steel pipes with stanless steel cup head screws of suitable size.
(c) Providing 2mm thick anodised aluminium sheet of size 1200mmx750mm fixed with stainless steel screws to stainless steel square pipe frame
(d) Complete layering with retro reflective poly carbonate trimethyl sheet of any colour, cut to shape and fixed over base plate as per IRC 67-1977 of any colour complete all as specified.
(e) Providing 25 mm wide retro reflective poly-carbonate white border alround the retro reflective carbonate trimethyl sheet complete
(f) S&F retro reflective poly-carbonate trimethyl sheet letters / signs / arrows etc of 150mm height of any colour, cut to shape and fixed over base plate as per IRC -67-1977 complete all as specified and directed by Engineer-in-Charge.
Note : (i) All stainless steel sections shall be heavy weight of grade SS 304.
(ii) Excavation in post holes and PCC in foundation for fixing in postion shall be measured and paid for separately. | 3 | Each Job | 26,000 ₹78,000 | 25,000 ₹75,000 | 5,111 ₹15,333 Lowest | 28,500 ₹85,500 |
Tender Value
₹41.9 L
EMD Value
₹83,734
Closing Date
24 Apr 2026, 6:00 pmClosed
GE (P) B/R Thal Sena Bhawan, Delhi Cantt
Garrison Engineer (P) B/R Thal Sena Bhawan, Delhi Cantt PIN-110010
PROVN OF SLIP ROAD TOWARDS PARADE ROAD UNDER GE (P) BR THAL SENA BHAWAN DELHI CANTT
2026_MES_749781_3
8500/TSB/003/E8
Open Tender
Civil Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (P) B/R TSB Delhi Cantt
₹83,734
Yes
2 Jul 2026
10 Apr 2026
27 Apr 2026
11 Apr 2026
24 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface dressing n.exc 15 cm deep and getting out in soft loose soil complete all as specified and directed by Engineer-in-Charge. | - | Sqm | - | - |
| - | Exacavation over area n.exc 1.5 m deep and getting out in soft /loose soil ccomplete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Exacavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, trenches etc, n.exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft soil complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Forming embankments solid including raising (or lowering) earth, spreading in layers n.exc 30 cm thick, watering, ramming / rollling and finishing to required size, shape etc n.exc 5 m height from base complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - |
| - | M&L for approved moorum / red bajri filling in floor or paving, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Rolling and consilidating formation and berms over cutting, filling earth including watering as required, filling in hollows and depression which occurs during the processs of rolling with power roller 8 to 10 Ton complete all as specified and directed by Engineer-in-Charge. | - | 10 Sqm | - | - |
| - | M&L for 200mm thick (compacted thickness) granular sub base (Kankar or Laterite), spread, rolled and consolidated with 8 to 12 Ton capacity power roller to required gradient and camber complete all as specified and directed by Engineer-in-Charge. | - | 10 Sqm | - | - |
| - | M&L for 250 mm thick (compacted thickness) Wet Mixed Macadam (WMM) with coarse aggragate in two layers (Kankar or Laterite) of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required with power roller of 8 to 10 Ton capacity complete all as specified and directed by Engineer-in-Charge. | - | 10 Sqm | - | - |
| - | M&L for stainless steel road sign board both sides comprising of the following:-
(a) Two Nos stainless steel pipe 50 mm dia & 2100 mm long of heavy grade including top fancy cap and four Nos anchors at bottom for embedding in PCC.
(b) Stainless steel 25mm square pipe frame of size 1200mmx750mm triangular at one side welded butt and bright finished, fixed to stainless steel pipes with stanless steel cup head screws of suitable size.
(c) Providing 2mm thick anodised aluminium sheet of size 1200mmx750mm fixed with stainless steel screws to stainless steel square pipe frame
(d) Complete layering with retro reflective poly carbonate trimethyl sheet of any colour, cut to shape and fixed over base plate as per IRC 67-1977 of any colour complete all as specified.
(e) Providing 25 mm wide retro reflective poly-carbonate white border alround the retro reflective carbonate trimethyl sheet complete
(f) S&F retro reflective poly-carbonate trimethyl sheet letters / signs / arrows etc of 150mm height of any colour, cut to shape and fixed over base plate as per IRC -67-1977 complete all as specified and directed by Engineer-in-Charge.
Note : (i) All stainless steel sections shall be heavy weight of grade SS 304.
(ii) Excavation in post holes and PCC in foundation for fixing in postion shall be measured and paid for separately. | - | Each Job | - | - |
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