Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC | L1 | Accepted-AOC AOC to lowest bid of M/s Gurudev Builders | |
| 2 | L2₹29.4 L+₹2.0 L (7.15%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹30.0 L+₹2.6 L (9.32%)Rejected-Finance 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹30.7 L+₹3.3 L (11.9%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹31.0 L+₹3.5 L (12.8%)Rejected-Finance V P O JAGANOO TEH DISTT UDHAMPUR J K 182124 | UDHAMPUR | JAMMU AND KASHMIR | 182124 | L5 | Rejected-Finance Being other than lowest bid |
| Sl No | Description | Qty | Unit | vijay builders L2 | KUMAR CONSTRUCTION CO L3 | HANS RAJ SHARMA L5 | VARDHMAN INTERNATIONAL L7 | TULSI RAINA AND SONS L8 | M/s AKHIL SHARMA L6 | M/S GURU DEV BUILDERS L1 | MODI CONSTRCUTION COMPANY L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, shafts, wells, cesspits, manholes, pier holes etc. not exc 10 Sqm on plan and not exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed. | 45 | Cum | 240 ₹10,800 | 250 ₹11,250 | 300 ₹13,500 | 260 ₹11,700 | 180 ₹8,100 | 500 ₹22,500 | 120 ₹5,400 Lowest | 150 ₹6,750 |
| 2.00 | Excavating over areas, not exc 1.5 mtr deep and getting out in hard/ dense soil, complete all as specified and directed. | 162.69 | Cum | 200 ₹32,537.14 | 200 ₹32,537.14 | 200 ₹32,537.14 | 130 ₹21,149.14 Lowest | 180 ₹29,283.43 | 800 ₹1,30,148.57 | 140 ₹22,776 | 150 ₹24,402.86 |
| 3.00 | Returning filling in soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and directed. | 82.06 | Cum | 100 ₹8,205.68 | 150 ₹12,308.52 | 50 ₹4,102.84 | 130 ₹10,667.38 | 50 ₹4,102.84 | 100 ₹8,205.68 | 43 ₹3,528.44 Lowest | 110 ₹9,026.25 |
| 4.00 | Removing excavated soil/ material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. | 30 | Cum | 100 ₹3,000 | 150 ₹4,500 | 50 ₹1,500 Lowest | 230 ₹6,900 | 120 ₹3,600 | 100 ₹3,000 | 50 ₹1,500 Lowest | 110 ₹3,300 |
| 5.00 | Removing excavated soil/ material to a distance exc 250 mtr but not exc 500 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. | 95.63 | Cum | 250 ₹23,907.23 | 300 ₹28,688.68 | 50 ₹4,781.45 Lowest | 230 ₹21,994.65 | 120 ₹11,475.47 | 100 ₹9,562.89 | 70 ₹6,694.03 | 110 ₹10,519.18 |
| 6.00 | Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for, complete all as per specified and directed. | 13 | Cum | 200 ₹2,600 | 250 ₹3,250 | 200 ₹2,600 | 230 ₹2,990 | 200 ₹2,600 | 100 ₹1,300 | 50 ₹650 Lowest | 150 ₹1,950 |
| 7.00 | M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc, complete all as specified and directed. | 17 | Cum | 4,800 ₹81,600 | 4,000 ₹68,000 | 4,500 ₹76,500 | 6,500 ₹1,10,500 | 3,800 ₹64,600 | 3,800 ₹64,600 | 2,500 ₹42,500 Lowest | 3,200 ₹54,400 |
| 8.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc, complete all as specified and directed. | 20.06 | Cum | 4,200 ₹84,240 | 3,800 ₹76,217.14 | 4,000 ₹80,228.57 | 5,500 ₹1,10,314.29 | 3,400 ₹68,194.29 | 3,200 ₹64,182.86 | 2,100 ₹42,120 Lowest | 2,650 ₹53,151.43 |
| 9.00 | M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in cover slabs (for manholes etc), culvert on drain and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and directed. | 5 | Cum | 5,800 ₹29,000 | 5,500 ₹27,500 | 6,500 ₹32,500 | 7,500 ₹37,500 | 5,501 ₹27,505 | 5,800 ₹29,000 | 7,200 ₹36,000 | 4,650 ₹23,250 Lowest |
| 10.00 | M&L for reinforced cement concrete (Design Mix) M-25 Grade (using 20mm graded stone aggregates) as in walls, slabs, drain side walls and the like, complete all as specified and directed. | 94.35 | Cum | 5,500 ₹5,18,925 Lowest | 6,500 ₹6,13,275 | 7,000 ₹6,60,450 | 6,500 ₹6,13,275 | 7,200 ₹6,79,320 | 8,000 ₹7,54,800 | 6,300 ₹5,94,405 | 6,500 ₹6,13,275 |
Tender Value
₹35.9 L
EMD Value
₹71,840
Closing Date
13 Jan 2026, 6:00 pmClosed
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
CONSTRUCTION OF RETAINING WALL AND DRAIN BEHIND BLDG NO. NP-05 AND NP-06 UNDER GE (NORTH) UDHAMPUR UNDER PARA 35 OF DWP 2020.
2025_MES_746612_1
GE/U(N)-90/2025-26
Limited
Civil Works
Item Rate
90 days
AOR of GE (North) Udhampur
As per NIT
6 documents required · 6 mandatory
₹500
GE (North) Udhampur
₹71,840
Yes
29 Jan 2026
30 Dec 2025
16 Jan 2026
30 Dec 2025
13 Jan 2026
8 Jan 2026
Amount
Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, shafts, wells, cesspits, manholes, pier holes etc. not exc 10 Sqm on plan and not exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed.
Excavating over areas, not exc 1.5 mtr deep and getting out in hard/ dense soil, complete all as specified and directed.
Returning filling in soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and directed.
Removing excavated soil/ material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed.
Removing excavated soil/ material to a distance exc 250 mtr but not exc 500 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed.
Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for, complete all as per specified and directed.
M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc, complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc, complete all as specified and directed.
M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in cover slabs (for manholes etc), culvert on drain and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and directed.
M&L for reinforced cement concrete (Design Mix) M-25 Grade (using 20mm graded stone aggregates) as in walls, slabs, drain side walls and the like, complete all as specified and directed.
M&L for reinforced cement concrete (Design Mix) M-25 Grade (using 20mm graded stone aggregates) as in foundation including rafts footings, foundations beams, plinth beams, bases for columns etc. basement slabs under-reamed piles and mass concrete, complete all as specified and directed.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed.
All as per serial item No. 12.00 here-in-above but dia 6 to 8mm.
Use and waste of formwork to edges of concrete flats, breaks in floors, opening in concrete walls, floors and roofs and side of footing, bases of column, raft and raft beam and plinth beams to rough finished surfaces of concrete, complete all as specified and directed.
Use and waste of formwork fair finished surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached plilasters, butteresses etc. vertical or to batter, complete all as specified and directed.
Expanded metal not exc 4 Kg per Sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members, complete all as specified and directed.
M&L for mild steel work as in posts & struts as in fencing including cutting tops to shape as directed drilling holes, notching for wire etc & similar work, conforming to Fe-290 or Gde E-165, complete all as specified and directed.
M&L for mild steel framed work for grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work, conforming to Fe-290 Gde-E-165, complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer, complete all as specified and directed.
S&F 75mm bore PVC (SWR) as in weep holes of retaiing walls etc, complete all as specified and directed.
M&L for boulder filling dry, hand packed tightly, as in wire crate apron bunds (wire crate measured separately), complete all as specified and directed.
Notes :- (a) The subject work has been issued under Para 35 of DWP 2020, hence no extension of time for delay in completion of work shall be granted. The contractor's claims whatsoever shall not be entertained on this account. (b) The Work Order shall be placed immediately after acceptance of lowest tender and contractor shall have to submit Performance Security of appropriate value as per contract condition within 28 days of the date of the letter of Acceptance. If contractor fails to submit the same or fails to commence the work, requisite amount shall be recovered from the first RAR/ Final bill or contractor's dues besides other remedies available to the Govt under the terms of the contract.
vijay builders (BID ID -3522710)
KUMAR CONSTRUCTION CO (BID ID -3523268)
MODI CONSTRCUTION COMPANY (BID ID -3522762)
HANS RAJ SHARMA (BID ID -3524484)
M/s AKHIL SHARMA (BID ID -3523226)
VARDHMAN INTERNATIONAL (BID ID -3524630)
TULSI RAINA AND SONS (BID ID -3523300)
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 • 0.29 MB
BOQ_836044.xls
BOQ • 4.25 MB
Tender90.pdf
Tender Documents • 1.04 MB
Drawings.pdf
Additional Documents • 11.78 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 .