Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC SURVEY NO 93 392 PACHMARHI NEAR MILITARY HOSPITAL PAHMARHI HOSHANGABAD M P 461 881 | PACHMARHI | HOSHANGABAD | MADHYA PRADESH | 461881 | L1 | Accepted-AOC Due to being lowest | |
| 2 | L2₹3.3 L+₹25,657.10 (8.52%)Rejected-Finance | L2 | Rejected-Finance Due to being L2 | |
| 3 | L3₹3.8 L+₹75,724.75 (25.2%)Rejected-Finance 53 SHANTI S SANIK COLONY BAIRAGARH BHOPAL MP 462 030 | BHOPAL | BHOPAL | MADHYA PRADESH | 462030 | L3 | Rejected-Finance Due to being L3 |
| Sl No | Description | Qty | Unit | GHASI RAM SAHU L2 | Dev Enterprises L1 | M/S Shanti Enterprises L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard dense soil complete all as specified and directed. | 196.03 | Sqm | 15 ₹2,940.45 Lowest | 20 ₹3,920.6 | 20 ₹3,920.6 |
| 2.00 | Excavation in trenches not exc 1.5m wide & not exc. 1.5 in depth in soft/loose soil for foundation laying cable etc exc 10 sqm on plan and n exc 1.5m in depth and getting out in hard dense soil. complete all as specified and directed | 1.15 | Cum | 150 ₹172.5 | 100 ₹115 Lowest | 150 ₹172.5 |
| 3.00 | Returning filling in incl spreading levelling watering and well ramming in layers n.exc 25 cm in hard dense soil complete all as specified and directed. | 0.38 | Cum | 30 ₹11.4 Lowest | 40 ₹15.2 | 40 ₹15.2 |
| 4.00 | M&L for PCC 1:4:8 type D2 (40mm graded aggregate) for sub base 100 mm thick complete all as specified and directed. | 196.03 | Sqm | 300 ₹58,809 | 250 ₹49,007.5 | 225 ₹44,106.75 Lowest |
| 5.00 | M&L for Cement concrete (PCC) 1:3:6 type C1 (20mm aggregate) as in cills, steps; seismic and other similar bands, plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings kneelers, apex stones,bed plates/bed blocks, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, incl necessary form work complete all as specified and directed. | 2.55 | Cum | 5,000 ₹12,750 | 3,200 ₹8,160 Lowest | 3,200 ₹8,160 Lowest |
| 6.00 | Material & labour for 40 mm thick PCC 1:2:4 type B-1 (using 20mm graded stone agg.) as in floors finished even and smooth using extra cement all as specified and directed. | 15.32 | Sqm | 170 ₹2,604.4 Lowest | 200 ₹3,064 | 200 ₹3,064 |
| 7.00 | M&L sand filling under floor or in floor or paving, laid in including watering and consolidation true surface for laying paver block all as specified and directed. | 6.1 | Cum | 1,700 ₹10,370 | 1,000 ₹6,100 | 900 ₹5,490 Lowest |
| 8.00 | M &L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-200 of 50 to 60 mm thickness, M-35 Grade with grey cement and pigment. all as specified and directed. | 196.03 | Sqm | 680 ₹1,33,300.4 Lowest | 695 ₹1,36,240.85 | 725 ₹1,42,121.75 |
| 9.00 | M&L PCC type B-1, 1:2:4 (using 20mm graded aggregate) as in coping ,benching, haunching including all necessary form work all as specified and directed. | 1.25 | Cum | 5,500 ₹6,875 | 5,000 ₹6,250 | 4,800 ₹6,000 Lowest |
| 10.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m complete all as directed. | 30.17 | Cum | 50 ₹1,508.5 | 50 ₹1,508.5 | 40 ₹1,206.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹9,700
Closing Date
31 Oct 2025, 6:00 pmClosed
AGE(I) PACHMARHI
AGE Indpt Pachmarhi Dist- Hoshangabad (MP)-461881
PROVISION OF APPROACH PATH CONNECTING BUILDING NO. P-54 TO GATE NO. 02 AND APRON CUM HARDSTANDING FOR PARKING SHED TO THE BUILDING NO. P-54 OF KOHIMA COY
2025_MES_734753_1
AGE(I)/PACH/of 2025-26(8755/E8)
Open Tender
Civil Works
Item Rate
180 days
AGE Indpt Pachmarhi Dist- Hoshangabad (MP)-461881
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
AGE(I) PACHMARHI
₹9,700
Yes
17 Dec 2025
11 Oct 2025
7 Nov 2025
11 Oct 2025
31 Oct 2025
25 Oct 2025
Amount
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard dense soil complete all as specified and directed.
Excavation in trenches not exc 1.5m wide & not exc. 1.5 in depth in soft/loose soil for foundation laying cable etc exc 10 sqm on plan and n exc 1.5m in depth and getting out in hard dense soil. complete all as specified and directed
Returning filling in incl spreading levelling watering and well ramming in layers n.exc 25 cm in hard dense soil complete all as specified and directed.
M&L for PCC 1:4:8 type D2 (40mm graded aggregate) for sub base 100 mm thick complete all as specified and directed.
M&L for Cement concrete (PCC) 1:3:6 type C1 (20mm aggregate) as in cills, steps; seismic and other similar bands, plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings kneelers, apex stones,bed plates/bed blocks, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, incl necessary form work complete all as specified and directed.
Material & labour for 40 mm thick PCC 1:2:4 type B-1 (using 20mm graded stone agg.) as in floors finished even and smooth using extra cement all as specified and directed.
M&L sand filling under floor or in floor or paving, laid in including watering and consolidation true surface for laying paver block all as specified and directed.
M &L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-200 of 50 to 60 mm thickness, M-35 Grade with grey cement and pigment. all as specified and directed.
M&L PCC type B-1, 1:2:4 (using 20mm graded aggregate) as in coping ,benching, haunching including all necessary form work all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m complete all as directed.
M&L broken stone or boulders hard core of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface.
S&F as in repair PVC (SWR) pipes single socketed, in any length with rubber rings , jointed with solvent laid in floor bore of pipe 110mm.
M&L for Cement concrete in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars,boundary pillars and posts (including caps and bases)complete all as specified and directed.
M&L forFormwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or tobattercomplete all as specified and directed.
Material & labour old size brick work with sub class 'B' bricks in CM 1:6 brick straight or curved on plain exeeding 6m mean radius complete all as specified and directed.
Material & labour Brickwork with sub- class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls, built in, built in CM 1:4 complete all as specified and directed.
M & L for 10 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and fair without using extra cement complete all as specified and directed.
Supply only integral water proofing compound.
M&L for precast reinforced cement concrete (nominal mix) type B1 (1:2:4) using (20mm graded stone aggregate) in cover slab for manholes/Drains and setting in cement mortar 1:4 complete all as specified and directed.
S & F mild steel TMT bars 8 to 10 mm dia cut to lenth bent to shape requir including cranking banding spirally and binding with MS wire not less than 0.9 mm dia complete all as specified and directed.
M&L for PCC (1:3:6) type C-1, using 40mm graded stone aggregate as in surface channel and drain including saucer drain and toe wall etc complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including finishing the top of benching even and smooth using extra cement complete all as specified and directed.
M & L applying two coats of cement based paint on wall surface including preparation of surfaces, complete all as specified.
GHASI RAM SAHU (BID ID -3464263)
M/S Shanti Enterprises (BID ID -3465213)
stage.html
html • 0.05 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 • 0.43 MB
Tender8755.pdf
Tender Documents • 1.19 MB
BOQ_822753.xls
BOQ • 0.30 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 .