Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹29.0 LAccepted-AOC 00 ITBAHRA GAUR KANIKAPUR ROAD KANIKAPUR BASTI UTTAR PRADESH 272163 | BASTI | UTTAR PRADESH | 272163 | L-1 | Accepted-AOC Being lowest and reasonable. | |
| 2 | L-2₹29.4 L+₹39,610 (1.37%)Rejected-Finance | L-2 | Rejected-Finance Not being lowest bidder. | |
| 3 | L-3₹31.5 L+₹2.5 L (8.67%)Rejected-Finance | L-3 | Rejected-Finance Not being lowest bidder. | |
| 4 | L-4₹32.3 L+₹3.3 L (11.4%)Rejected-Finance CHANDPURA TIKAMGARH DIST TIKAMGARH MP | TIKAMGARH | TIKAMGARH | MADHYA PRADESH | L-4 | Rejected-Finance Not being lowest bidder. | |
| 5 | L-5₹34.2 L+₹5.2 L (18.1%)Rejected-Finance | L-5 | Rejected-Finance Not being lowest bidder. |
| Sl No | Description | Qty | Unit | R K GOYAL & COMPANY L6 | M/S VIAJY BUILDERS & DEVELOPERS L5 | M K Enterprises L1 | BALAJI CONSTRUCTIONS L2 | POOJA CONSTRUCTION COMPANY L4 | KIRT ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 mtr in depth and getting out in soft / loose soil etc. complete all as specified and as directed by Engineer-in- charge. | 520 | Cum | 70 ₹36,400 | 180 ₹93,600 | 90 ₹46,800 | 30 ₹15,600 Lowest | 200 ₹1,04,000 | 100 ₹52,000 |
| 2.00 | Excavation in trenches, not exceeding 1.5 meter wide but exceeding 1.5 meter and not exceeding 3.00 meter in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and exceeding 1.5 meter and not exceeding 3 meter in depth and getting out in soft / loose soil complete all as specified and as directed by Engineer-in- charge. | 208 | Cum | 120 ₹24,960 | 180 ₹37,440 | 120 ₹24,960 | 40 ₹8,320 Lowest | 260 ₹54,080 | 130 ₹27,040 |
| 3.00 | Material and labour for Cement Concrete 1:2:4 , Type B-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge. | 38.5 | Cum | 3,700 ₹1,42,450 | 5,940 ₹2,28,690 | 4,400 ₹1,69,400 | 3,200 ₹1,23,200 Lowest | 4,500 ₹1,73,250 | 3,850 ₹1,48,225 |
| 4.00 | Material and Labour for Formwork of sides of RCC drain wall, 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 to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. | 2,450 | Sqm | 340 ₹8,33,000 | 108 ₹2,64,600 Lowest | 140 ₹3,43,000 | 150 ₹3,67,500 | 200 ₹4,90,000 | 205 ₹5,02,250 |
| 5.00 | Material and labour for RCC M-30 (Design mix) using 20 mm graded stone aggregates as in RCC Drain wall , foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by the Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 216 | Cum | 5,800 ₹12,52,800 | 6,570 ₹14,19,120 | 5,500 ₹11,88,000 Lowest | 5,800 ₹12,52,800 | 6,400 ₹13,82,400 | 6,000 ₹12,96,000 |
| 6.00 | Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | 13,750 | Kg | 83 ₹11,41,250 | 99 ₹13,61,250 | 78 ₹10,72,500 | 83 ₹11,41,250 | 71 ₹9,76,250 Lowest | 79 ₹10,86,250 |
| 7.00 | Returning filling in any type of soil, including spreading, levelling,watering and well ramming in layer not exceeding 25 cm in each layer, complete all as specified and as directed by Engineer-in- charge. | 128 | Cum | 30 ₹3,840 Lowest | 90 ₹11,520 | 80 ₹10,240 | 30 ₹3,840 Lowest | 130 ₹16,640 | 50 ₹6,400 |
| 8.00 | Removing excavated material as in all kind of Soils not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in- charge. | 600 | Cum | 30 ₹18,000 | 9 ₹5,400 Lowest | 70 ₹42,000 | 40 ₹24,000 | 50 ₹30,000 | 50 ₹30,000 |
Tender Value
₹34.8 L
EMD Value
₹69,700
Closing Date
14 Jun 2025, 6:00 pmClosed
CWE Bathinda
HQ CWE Bathinda Bathinda Mil Stn
PROVN OF DRAIN AGAINST JOB NO. 81SA/BTD/LBW-05/2024-2025 UNDER GE NORTH BATHINDA AT BATHINDA MIL.STN.
2025_MES_708446_1
CWE BTD/TOKEN-01/2025-26
Open Tender
Civil Works
Item Rate
180 days
Bathinda Mil Stn
As per NIT
7 documents required · 7 mandatory
₹500
GE (N) Bathinda
₹69,700
HQ CWE Bathinda
14 Aug 2025
15 May 2025
16 Jun 2025
15 May 2025
14 Jun 2025
31 May 2025
27 May 2025
Amount
Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 mtr in depth and getting out in soft / loose soil etc. complete all as specified and as directed by Engineer-in- charge.
Excavation in trenches, not exceeding 1.5 meter wide but exceeding 1.5 meter and not exceeding 3.00 meter in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and exceeding 1.5 meter and not exceeding 3 meter in depth and getting out in soft / loose soil complete all as specified and as directed by Engineer-in- charge.
Material and labour for Cement Concrete 1:2:4 , Type B-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Formwork of sides of RCC drain wall, 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 to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.
Material and labour for RCC M-30 (Design mix) using 20 mm graded stone aggregates as in RCC Drain wall , foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by the Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Returning filling in any type of soil, including spreading, levelling,watering and well ramming in layer not exceeding 25 cm in each layer, complete all as specified and as directed by Engineer-in- charge.
Removing excavated material as in all kind of Soils not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in- charge.
BALAJI CONSTRUCTIONS (BID ID -3316147)
KIRT ENTERPRISES (BID ID -3320994)
POOJA CONSTRUCTION COMPANY (BID ID -3318088)
M/S VIAJY BUILDERS & DEVELOPERS (BID ID -3323080)
R K GOYAL & COMPANY (BID ID -3315908)
stage.html
html • 0.07 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
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 .