Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAccepted-AOC | ₹27.3 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹27.6 L+₹28,350 (1.04%)Rejected-Finance SHIVAJI NIWAS VILL CHIMBALHAR P O GEETA PEETH PALAMPUR HP 176061 | KANGRA | HIMACHAL PRADESH | 176061 | ₹27.6 L+₹28,350 (1.04%) | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹30.1 L+₹2.8 L (10.2%)Rejected-Finance | ₹30.1 L+₹2.8 L (10.2%) | L3 | Rejected-Finance Being other than L1 |
| 4 | L4₹30.3 L+₹3.0 L (11.1%)Rejected-Finance | ₹30.3 L+₹3.0 L (11.1%) | L4 | Rejected-Finance Being other than L1 |
| 5 | L5₹31.6 L+₹4.3 L (15.6%)Rejected-Finance YOL CAMP TEH DHARAMSHALA DISTT KANGRA HP | YOL | KANGRA | HIMACHAL PRADESH | 176052 | ₹31.6 L+₹4.3 L (15.6%) | L5 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | M/S MADAN GOPAL and CO L4 | MM Constructions L2 | M/S ARVIND CONSTRUCTION COMPANY L1 | gani bhatti and co L3 | ASHOK KUMAR JAIN L8 | M/S SURINDER KUMAR L7 | M/S KHANNA CONTRITION COMPANY L6 | M/S AMOLAK SINGH AND SONS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in all kind of soil and disposal of excavated earth lead exceeding 1Km and not exceeding 1.5Km complete all as directed by Engineer-in charge | 200 | Sqm | 40,000 ₹40,000 | 10,200 ₹10,200 | 8,000 ₹8,000 Lowest | 10,000 ₹10,000 | 14,000 ₹14,000 | 14,000 ₹14,000 | 10,000 ₹10,000 | 12,000 ₹12,000 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 347 | Cum | 1,04,100 ₹1,04,100 | 60,725 ₹60,725 Lowest | 79,810 ₹79,810 | 86,750 ₹86,750 | 1,04,100 ₹1,04,100 | 1,04,100 ₹1,04,100 | 1,04,100 ₹1,04,100 | 1,02,365 ₹1,02,365 |
| 3.00 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil excavated soil and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. | 169 | Cum | 50,700 ₹50,700 | 38,025 ₹38,025 Lowest | 38,870 ₹38,870 | 42,250 ₹42,250 | 50,700 ₹50,700 | 54,925 ₹54,925 | 54,080 ₹54,080 | 50,700 ₹50,700 |
| 4.00 | Removal of surplus any type soil of excavated material exc 1km but n exc.1.5 km and deposited where directed complete all as specified. | 190 | Cum | 57,000 ₹57,000 | 38,000 ₹38,000 | 9,500 ₹9,500 Lowest | 11,400 ₹11,400 | 57,000 ₹57,000 | 47,500 ₹47,500 | 57,000 ₹57,000 | 44,650 ₹44,650 |
| 5.00 | Removal of surplus any type soil of excavated material exc 1.5km but n exc. 5 km and deposited where directed complete all as specified. | 87 | Cum | 26,100 ₹26,100 | 21,750 ₹21,750 | 6,960 ₹6,960 | 5,220 ₹5,220 Lowest | 43,500 ₹43,500 | 30,450 ₹30,450 | 26,100 ₹26,100 | 28,275 ₹28,275 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed.. | 34 | Cum | 3,400 ₹3,400 | 4,080 ₹4,080 | 1,360 ₹1,360 Lowest | 1,700 ₹1,700 | 3,400 ₹3,400 | 5,100 ₹5,100 | 3,400 ₹3,400 | 4,760 ₹4,760 |
| 7.00 | Good earth obtained from out side MoD Land to site for filling from above original/natural ground level (OGL/NGL) to made up ground level (MGL)ved earth including spreading, levelling in layer not exceeding 30cm, ramming and consolidation complete all as specified and directed. | 13 | Cum | 28,600 ₹28,600 | 6,500 ₹6,500 Lowest | 10,400 ₹10,400 | 19,500 ₹19,500 | 39,000 ₹39,000 | 9,100 ₹9,100 | 28,600 ₹28,600 | 8,450 ₹8,450 |
| 8.00 | Rolling and consolidating of formation surfaces in cutting with power road roller 8 to 12 tonne capacity, watering as necessary including filling in hollows and depressions and consolidationg to the required level, gradient and camber complete all as specified and directed. | 35 | 10 Sqm | 49,000 ₹49,000 | 24,500 ₹24,500 | 3,500 ₹3,500 Lowest | 8,750 ₹8,750 | 87,500 ₹87,500 | 28,000 ₹28,000 | 70,000 ₹70,000 | 27,650 ₹27,650 |
| 9.00 | Hard core of broken stone or boulders guage not exceeding 63mm, deposited, spreading in layer not exceeding 15cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed. | 59 | Cum | 94,400 ₹94,400 | 85,550 ₹85,550 | 67,850 ₹67,850 Lowest | 88,500 ₹88,500 | 1,18,000 ₹1,18,000 | 1,00,300 ₹1,00,300 | 1,18,000 ₹1,18,000 | 94,400 ₹94,400 |
| 10.00 | 75 mm thick PCC 1:3:6 , type C-2 using 40 mm graded crushed stone aggregate as in sub base to floors finished the surface even and fair complete all as directed. | 295 | Sqm | 1,03,250 ₹1,03,250 Lowest | 1,10,625 ₹1,10,625 | 1,03,250 ₹1,03,250 Lowest | 1,03,250 ₹1,03,250 Lowest | 1,03,250 ₹1,03,250 Lowest | 1,32,750 ₹1,32,750 | 1,06,200 ₹1,06,200 | 1,25,375 ₹1,25,375 |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
4 Jul 2026, 6:00 pmClosed
GE (KH) Yol
GE (KH) Yol
PROVISION OF CERTAIN REV AND MINOR WORKS UNDER AGE B/R-I AT MIL STN YOL
2026_MES_771172_1
GE/Y-68/2026-27
Open Tender
Civil Works
Item Rate
270 days
YOL CANTT
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (KH) Yol
₹66,000
Yes
3 Sept 2026
10 Jun 2026
6 Jul 2026
10 Jun 2026
4 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in all kind of soil and disposal of excavated earth lead exceeding 1Km and not exceeding 1.5Km complete all as directed by Engineer-in charge | 200 | Sqm | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 347 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil excavated soil and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. | 169 | Cum | - | - |
| 4 | Removal of surplus any type soil of excavated material exc 1km but n exc.1.5 km and deposited where directed complete all as specified. | 190 | Cum | - | - |
| 5 | Removal of surplus any type soil of excavated material exc 1.5km but n exc. 5 km and deposited where directed complete all as specified. | 87 | Cum | - | - |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed.. | 34 | Cum | - | - |
| 7 | Good earth obtained from out side MoD Land to site for filling from above original/natural ground level (OGL/NGL) to made up ground level (MGL)ved earth including spreading, levelling in layer not exceeding 30cm, ramming and consolidation complete all as specified and directed. | 13 | Cum | - | - |
| 8 | Rolling and consolidating of formation surfaces in cutting with power road roller 8 to 12 tonne capacity, watering as necessary including filling in hollows and depressions and consolidationg to the required level, gradient and camber complete all as specified and directed. | 35 | 10 Sqm | - | - |
| 9 | Hard core of broken stone or boulders guage not exceeding 63mm, deposited, spreading in layer not exceeding 15cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed. | 59 | Cum | - | - |
| 10 | 75 mm thick PCC 1:3:6 , type C-2 using 40 mm graded crushed stone aggregate as in sub base to floors finished the surface even and fair complete all as directed. | 295 | Sqm | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_863597.xls
BOQ • 0.43 MB
Tender68.pdf
Tender Documents • 0.53 MB
Corrig01.pdf
PDF • 0.02 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .