Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹2.8 CrRejected-Finance C O GUPTA EMPORIUM A R BAZAR HAPPY VALLEY SHILLONG 793007 | EAST KHASI HILLS | MEGHALAYA | 793007 | ₹2.8 Cr | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹3.0 CrRejected-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹3.0 Cr | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹3.4 CrRejected-Finance RGS MANOR LOWER LACHUMIERE SHILLONG EAST KHASI HILLS DISTRICT MEGHALAYA 01 | SHILLONG | EAST KHASI HILLS DISTRICT | MEGHALAYA | 1 | ₹3.4 Cr | L4 | Rejected-Finance Other than lowest bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Being not fulfilling criteria as per NIT |
| Sl No | Description | Qty | Unit | M/s Gupta Construction L3 | M/S UTTAM SAHA L2 | RGS Construction L4 | SPAAN Infratech L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for excavating over areas, n exc 1.5m deep & getting out in soft / loose soil complete all as specifed and directed | 806.4 | Cum | 300 ₹2,41,920 | 400 ₹3,22,560 | 295 ₹2,37,888 | 750 ₹6,04,800 |
| 2.00 | Removing excavated material/soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m
above the starting point of Soil complete all as specified and as directed. | 737.52 | Cum | 300 ₹2,21,256 | 150 ₹1,10,628 | 385 ₹2,83,945.2 | 280 ₹2,06,505.6 |
| 3.00 | Forming embankments from available earth including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, well ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed.
Note:- (i) Excavated soil can be used retrieved from item No 01 above.
(ii) Each layer to be compacted to achive dry density to 95% of Modified maximum Proctor Density as per IS 2720 Part - VIII | 54.68 | Cum | 200 ₹10,936 | 900 ₹49,212 | 185 ₹10,115.8 | 650 ₹35,542 |
| 4.00 | Rolling and consolidating formation surfaces in cutting/filling with Power roller exc 8 tonne and n exc 12 tonne to achive dry density to 95% of Modified maximum Proctor Density as per IS 2720 Part - VIII complete all as specified and as directed.
Note:- The rates for rolling include for watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions etc. | 195.3 | X Sqm | 30 ₹5,859 | 500 ₹97,650 | 28 ₹5,468.4 | 499 ₹97,454.7 |
| 5.00 | M&L for 150mm thick (spread thickness), soiling (or sub base) with broken boulders or quarried stone of gauge 63mm to 90mm, interstices, filled surface formed and rolled and consolidating to reqd gradient and camber with 8-12 tonne power roller etc complete all as directed. | 195.3 | X Sqm | 3,000 ₹5,85,900 | 3,500 ₹6,83,550 | 5,765 ₹11,25,904.5 | 8,500 ₹16,60,050 |
| 6.00 | M&L for 75mm thick (Compacted thickness each layer) WBM in two layers with course aggregate (lime stone ,sand stone,flint or quartzite) of grading 1 (63mm to 40mm size) or of grading 3 (50 to 20 mm size) spread, rolled to required gradient and camber etc complete all as specified and directed. | 195.3 | X Sqm | 4,000 ₹7,81,200 | 4,000 ₹7,81,200 | 6,875 ₹13,42,687.5 | 6,500 ₹12,69,450 |
| 7.00 | M&L for applying evenly a prime coat using paving bitumen VG-10 @ 10Kg per 10 Sqm over water bound macadam surface complete all as specified and as directed. | 195.3 | X Sqm | 1,400 ₹2,73,420 | 1,300 ₹2,53,890 | 1,340 ₹2,61,702 | 250 ₹48,825 |
| 8.00 | M&L for premix bituminous macadam using paving bitumen VG-30, laid, rolled and compacted to required gradient and camber (consolidated thickness not exc 75mm) with binder content of 4% by weight of total mix including preparation of the area before laying of macadam etc complete all as specified and as directed.
Note: (i) Exact quantity of binder to be used shall be ascertained by Design mix.
(ii) Minimum 4% of binder shall be used. However, incase more than 4% of binder content is required as per Design mix, the same shall be provided by the contractor without any extra cost. | 146.47 | Cum | 15,000 ₹21,97,050 | 17,000 ₹24,89,990 | 18,350 ₹26,87,724.5 | 16,500 ₹24,16,755 |
| 9.00 | Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with gunny bages to remove all loose dirt etc complete all as specifed and directed. | 1,503 | X Sqm | 250 ₹3,75,750 | 250 ₹3,75,750 | 195 ₹2,93,085 | 189 ₹2,84,067 |
| 10.00 | M&L for Applying evenly a tack coat using paving bitumen VG-10 at 5 kg per 10 sq metre etc complete all as specified and as directed | 1,503 | X Sqm | 750 ₹11,27,250 | 700 ₹10,52,100 | 650 ₹9,76,950 | 220 ₹3,30,660 |
Tender Value
₹2.9 Cr
EMD Value
₹3.6 L
Closing Date
6 Jun 2026, 6:30 pmClosed
CHIEF ENGINEER AF SHILLONG ZONE
HQ CHIEF ENGINEER AF SHILLONG ZONE MILITARY ENGINEER SERVICES ELEPHANT FALLS CAMP PO NONGLYER SHILLONG 793009
WIDENING OF ROADS AND CONSTRUCTION OF FOOTPATH AT 509 SU AT AF STN SHILLONG
2026_MES_751336_2
88996/SHL/E8
Open Tender
Civil Works
365 days
Shillong
As per tender documents
8 documents required · 8 mandatory
₹2,000
GE (I) (AF) SHILLONG
₹3.6 L
Yes
3 Jul 2026
30 Apr 2026
8 Jun 2026
30 Apr 2026
6 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for excavating over areas, n exc 1.5m deep & getting out in soft / loose soil complete all as specifed and directed | 806.4 | Cum | - | - |
| 2 | Removing excavated material/soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m
above the starting point of Soil complete all as specified and as directed. | 737.52 | Cum | - | - |
| 3 | Forming embankments from available earth including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, well ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed.
Note:- (i) Excavated soil can be used retrieved from item No 01 above.
(ii) Each layer to be compacted to achive dry density to 95% of Modified maximum Proctor Density as per IS 2720 Part - VIII | 54.68 | Cum | - | - |
| 4 | Rolling and consolidating formation surfaces in cutting/filling with Power roller exc 8 tonne and n exc 12 tonne to achive dry density to 95% of Modified maximum Proctor Density as per IS 2720 Part - VIII complete all as specified and as directed.
Note:- The rates for rolling include for watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions etc. | 195.3 | X Sqm | - | - |
| 5 | M&L for 150mm thick (spread thickness), soiling (or sub base) with broken boulders or quarried stone of gauge 63mm to 90mm, interstices, filled surface formed and rolled and consolidating to reqd gradient and camber with 8-12 tonne power roller etc complete all as directed. | 195.3 | X Sqm | - | - |
| 6 | M&L for 75mm thick (Compacted thickness each layer) WBM in two layers with course aggregate (lime stone ,sand stone,flint or quartzite) of grading 1 (63mm to 40mm size) or of grading 3 (50 to 20 mm size) spread, rolled to required gradient and camber etc complete all as specified and directed. | 195.3 | X Sqm | - | - |
| 7 | M&L for applying evenly a prime coat using paving bitumen VG-10 @ 10Kg per 10 Sqm over water bound macadam surface complete all as specified and as directed. | 195.3 | X Sqm | - | - |
| 8 | M&L for premix bituminous macadam using paving bitumen VG-30, laid, rolled and compacted to required gradient and camber (consolidated thickness not exc 75mm) with binder content of 4% by weight of total mix including preparation of the area before laying of macadam etc complete all as specified and as directed.
Note: (i) Exact quantity of binder to be used shall be ascertained by Design mix.
(ii) Minimum 4% of binder shall be used. However, incase more than 4% of binder content is required as per Design mix, the same shall be provided by the contractor without any extra cost. | 146.47 | Cum | - | - |
| 9 | Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with gunny bages to remove all loose dirt etc complete all as specifed and directed. | 1,503 | X Sqm | - | - |
| 10 | M&L for Applying evenly a tack coat using paving bitumen VG-10 at 5 kg per 10 sq metre etc complete all as specified and as directed | 1,503 | X 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.36 MB
Tendernotice_2.pdf
PDF • 0.31 MB
Tender.pdf
Tender Documents • 1.73 MB
BOQ_854657.xls
BOQ • 3.02 MB
Corri_1.pdf
PDF • 0.16 MB
Download all tender documents and submit your bid