Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-AOC PO CHAUBATIA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | L1 | Accepted-AOC being lowest tenderer | |
| 2 | L2₹47.9 L+₹3.0 L (6.58%)Rejected-Finance | L2 | Rejected-Finance not being lowest tenderer | |
| 3 | L3₹48.7 L+₹3.8 L (8.46%)Rejected-Finance CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND | L3 | Rejected-Finance not being lowest tenderer | |
| 4 | L4₹48.8 L+₹3.9 L (8.58%)Rejected-Finance | L4 | Rejected-Finance not being lowest tenderer | |
| 5 | L5₹51.4 L+₹6.5 L (14.5%)Rejected-Finance | L5 | Rejected-Finance not being lowest tenderer |
| Sl No | Description | Qty | Unit | KUMAON VALLEY CONSTRUCTION L1 | MANISH SINGH KUWARBI L5 | M/S MOHAN SINGH L2 | Rc punetha L4 | Prem singh kuwarbi and co L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. | 187.62 | Cum | 400 ₹75,048 Lowest | 500 ₹93,810 | 451 ₹84,616.62 | 600 ₹1,12,572 | 450 ₹84,429 |
| 2.00 | -ditto- as per item No 2 but depth exceeding 1.5 mtr and n.exc. 3.00 mtr -ditto- | 63 | Cum | 600 ₹37,800 | 675 ₹42,525 | 650 ₹40,950 | 575 ₹36,225 Lowest | 620 ₹39,060 |
| 3.00 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. | 29.67 | Cum | 6,000 ₹1,78,020 Lowest | 7,000 ₹2,07,690 | 6,501 ₹1,92,884.67 | 7,200 ₹2,13,624 | 6,500 ₹1,92,855 |
| 4.00 | M&L for RCC M-25 design mix as in footing, foundation beams, plinth beams, bases of columns complete all as specified and directed. | 60.69 | Cum | 11,000 ₹6,67,590 Lowest | 12,800 ₹7,76,832 | 11,010 ₹6,68,196.9 | 11,000 ₹6,67,590 Lowest | 12,000 ₹7,28,280 |
| 5.00 | M&L for RCC M-25 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed. | 44.76 | Cum | 12,500 ₹5,59,500 Lowest | 13,000 ₹5,81,880 | 12,805 ₹5,73,151.8 | 13,000 ₹5,81,880 | 12,500 ₹5,59,500 Lowest |
| 6.00 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. | 29.68 | Sqm | 400 ₹11,872 Lowest | 450 ₹13,356 | 505 ₹14,988.4 | 500 ₹14,840 | 500 ₹14,840 |
| 7.00 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. | 243.14 | Sqm | 550 ₹1,33,727 Lowest | 600 ₹1,45,884 | 602 ₹1,46,370.28 | 575 ₹1,39,805.5 | 550 ₹1,33,727 Lowest |
| 8.00 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 5,801.89 | Kg | 135 ₹7,83,255.15 Lowest | 175 ₹10,15,330.75 | 140 ₹8,12,264.6 | 148 ₹8,58,679.72 | 145 ₹8,41,274.05 |
| 9.00 | Returning filling in hard/dense soil including spreading, levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified and directed. | 120.58 | Cum | 160 ₹19,292.8 | 170 ₹20,498.6 | 151 ₹18,207.58 Lowest | 165 ₹19,895.7 | 165 ₹19,895.7 |
| 10.00 | Removing excavated soil to a distance not exc 50 M, depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed. | 40.05 | Cum | 400 ₹16,020 Lowest | 550 ₹22,027.5 | 402 ₹16,100.1 | 400 ₹16,020 Lowest | 500 ₹20,025 |
Tender Value
₹42.2 L
EMD Value
₹86,500
Closing Date
8 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Ranikhet
GE (MES) Ranikhet
GE/RKT/76 of 2025-26
2025_MES_736592_1
GE/RKT/76 OF 2025-26
Limited
Civil Works
Item Rate
180 days
Mil Stn Chaubattia
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE Ranikhet
₹86,500
Yes
5 Dec 2025
24 Oct 2025
15 Nov 2025
25 Oct 2025
8 Nov 2025
1 Nov 2025
Amount
Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed.
-ditto- as per item No 2 but depth exceeding 1.5 mtr and n.exc. 3.00 mtr -ditto-
M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed.
M&L for RCC M-25 design mix as in footing, foundation beams, plinth beams, bases of columns complete all as specified and directed.
M&L for RCC M-25 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed.
Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed.
Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed.
S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
Returning filling in hard/dense soil including spreading, levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified and directed.
Removing excavated soil to a distance not exc 50 M, depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed.
Hand packing of broken stone ( any thickness) at back of the retaining wall etc and raising and lowering to required level complete all as specified and directed.
M&L Precast cement concrete 1:3:6 type C1(using 20 mm graded stone agg) as in block masonry with solid blocks exc 10 cm in width and set in cement mortar 1:6 complete all as specified and directed.
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil complete all as specified and directed.
Removing Excavated soil exceeding 250 M but not exceeding 1.50KM and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.
Surface channel in concrete 1:2:4 type B1 (20 mm graded aggregated) for drain complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement complete all as specified and directed.concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.All as specified and directed.
M&L for Reinforced cement concrete 1:2:4 type B1 using (20mm graded agg) as in cover slab in CM 1:4 complete all as specified and directed.
Surface Excavation in hard/dense soil n,exc 30cm deep and averaging 15cm deep and getting out complete all as specified and directed.
M & L for hard core of gauge not exc. 63mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed.
M&L 75 mm thick cement concrete 1:4:8 type D-2 finished fair and even as in sub base Complete all as specified and directed.
Removing Excavated soil exceeding 250 M but not exceeding 500M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.
M&L for PCC 1:3:6 type C-I using 20 mm graded stone aggregate as in coping /kerb/Side of interlocking etc.including weathering and throating including necessary form work etc.complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering and consolidation etc spread, levelled and rammed including watering complete all as specified and directed.
M&L machine pressed precast concrete inter locking paver block with grey cement and pigment (Reflective type)in any shape and size confirming to IS-15658-2006 of 80 mm thickness M-40 grade complete all as specified.
M/S MOHAN SINGH (BID ID -3467287)
Prem singh kuwarbi and co (BID ID -3466544)
Rc punetha (BID ID -3466571)
MANISH SINGH KUWARBI (BID ID -3466550)
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
Document
0.36 MB
BOQ
BOQ • 0.25 MB
Tender Documents
Tender Documents • 2.25 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 .