Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Finance | ₹9.7 L | L1 | Admitted-Finance |
| 2 | L2₹9.9 L+₹16,853 (1.73%)Admitted-Finance | ₹9.9 L+₹16,853 (1.73%) | L2 | Admitted-Finance |
| 3 | L3₹10.0 L+₹21,453 (2.20%)Admitted-Finance | ₹10.0 L+₹21,453 (2.20%) | L3 | Admitted-Finance |
| 4 | L4₹10.6 L+₹88,558 (9.09%)Admitted-Finance | ₹10.6 L+₹88,558 (9.09%) | L4 | Admitted-Finance |
| 5 | L5₹11.3 L+₹1.6 L (16.1%)Admitted-Finance | ₹11.3 L+₹1.6 L (16.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L4 | M/S ROHIT CONSTRUCTION L5 | PUSHPA G ENTERPRISES L3 | Rakesh Choudhary Contractor L2 | V S CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil complete all as specified and directed. | 12 | CUM | 200 ₹2,400 | 200 ₹2,400 | 185 ₹2,220 | 180 ₹2,160 | 150 ₹1,800 Lowest |
| 2.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 9 | CUM | 125 ₹1,125 | 100 ₹900 | 45 ₹405 Lowest | 80 ₹720 | 80 ₹720 |
| 3.00 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 3 | CUM | 125 ₹375 | 150 ₹450 | 75 ₹225 Lowest | 130 ₹390 | 120 ₹360 |
| 4.00 | Excavation in soft / loose soil for post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed. | 40 | EACH | 100 ₹4,000 | 200 ₹8,000 | 145 ₹5,800 | 180 ₹7,200 | 80 ₹3,200 Lowest |
| 5.00 | M&L brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 8 | CUM | 5,800 ₹46,400 | 5,700 ₹45,600 | 5,200 ₹41,600 Lowest | 5,300 ₹42,400 | 5,600 ₹44,800 |
| 6.00 | M&L for cutting holes in brick walls exc half brick but not exc one brick built in cement mortar or cement lime mortar and stone walls built in lime mortar for inserting hold fasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B-1 as required complete all as specified and directed.
Note:- The depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall. | 12 | EACH | 100 ₹1,200 | 50 ₹600 Lowest | 100 ₹1,200 | 700 ₹8,400 | 100 ₹1,200 |
| 7.00 | M&L for 16 to 18mm thick Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.5 sqm area fixed with and including one number SS clamps (grade -202) of flat-30mm X 2 mm, 150 mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified and directed. | 24 | SQM | 1,900 ₹45,600 | 1,900 ₹45,600 | 2,000 ₹48,000 | 1,800 ₹43,200 | 1,550 ₹37,200 Lowest |
| 8.00 | Taking down chowkats or frames exc. 1.5 sqm but n.exc 4.0 Sqm each with shutters (without taking off shutters from the frames) including making good of disturbed portion except space for holdfast complete all as specified and directed. | 4 | EACH | 250 ₹1,000 | 150 ₹600 | 100 ₹400 | 200 ₹800 | 50 ₹200 Lowest |
| 9.00 | S&F 40 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed. | 4 | SQM | 4,200 ₹16,800 | 3,800 ₹15,200 | 3,100 ₹12,400 | 2,200 ₹8,800 Lowest | 2,450 ₹9,800 |
| 10.00 | S&F for solid PVC door frame of size 50 x 47 mm made out of 5 mm wood grain printed PVC sheet used reinforced with MS square tube & edges will be painted to match with printed sheet, supplied and fixing in opening as specified and shown on drawing made on section 8 of SSR 2020 Part-II complete all as specified and directed | 9 | RM | 550 ₹4,950 | 500 ₹4,500 | 450 ₹4,050 Lowest | 480 ₹4,320 | 480 ₹4,320 |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
5 Sept 2026, 6:00 pmClosed
GE(S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
REPAIR AND MAINT OF MES INSTALLATION, AGE B/R III OFFICE AREA AND MISC B/R WORKS IN ZONE III AREA UNDER GE(S) JAIPUR AT MIL STN JAIPUR
2026_MES_783432_1
GE(S)/J-109/2026-27 8488/E8
Open Tender
Civil Works
Item Rate
270 days
GE(S) Jaipur
Class E and Category a (i)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹20,000
Yes
18 Sept 2026
8 Aug 2026
12 Sept 2026
8 Aug 2026
5 Sept 2026
22 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil complete all as specified and directed. | 12 | CUM | - | - |
| 2 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 9 | CUM | - | - |
| 3 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 3 | CUM | - | - |
| 4 | Excavation in soft / loose soil for post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed. | 40 | EACH | - | - |
| 5 | M&L brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 8 | CUM | - | - |
| 6 | M&L for cutting holes in brick walls exc half brick but not exc one brick built in cement mortar or cement lime mortar and stone walls built in lime mortar for inserting hold fasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B-1 as required complete all as specified and directed.
Note:- The depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall. | 12 | EACH | - | - |
| 7 | M&L for 16 to 18mm thick Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.5 sqm area fixed with and including one number SS clamps (grade -202) of flat-30mm X 2 mm, 150 mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified and directed. | 24 | SQM | - | - |
| 8 | Taking down chowkats or frames exc. 1.5 sqm but n.exc 4.0 Sqm each with shutters (without taking off shutters from the frames) including making good of disturbed portion except space for holdfast complete all as specified and directed. | 4 | EACH | - | - |
| 9 | S&F 40 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed. | 4 | SQM | - | - |
| 10 | S&F for solid PVC door frame of size 50 x 47 mm made out of 5 mm wood grain printed PVC sheet used reinforced with MS square tube & edges will be painted to match with printed sheet, supplied and fixing in opening as specified and shown on drawing made on section 8 of SSR 2020 Part-II complete all as specified and directed | 9 | RM | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.53 MB
BOQ_877774.xls
BOQ • 0.30 MB
Tenderdocuments.pdf
Tender Documents • 1.16 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 .