Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance H NO 18 SHEET NO 5 A KATIA COLONY NAMDEV MARG BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance PLOT NO D 25 INDUSTRIAL GROWTH CENTRE MANSA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.7 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical H NO 17036 9 STREET NO 5 A AGGARWAL COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | - | - | Rejected-Technical Not admitted as the contractor s enlistment expired on 31 March 2026 and is due for cyclic renewal |
| 4 | Rejected-Technical 18969 A 1 SHRI GURU TEG BAHADUR NAGAR BIBIWALA ROAD STREET NO 15 BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | - | - | Rejected-Technical Not admitted in accordance with the directions issued by HQ CE BTZ vide letter No. 83045/BTD/3962/E8 dated 18 May 2026. |
| Sl No | Description | Qty | Unit | V K CONTRACTOR L1 | M/S VERMA BUILDERS & DEVELOPERS L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out and getting out in soft / loose soil complete all as specified & directed. | 750 | Sqm | 30 ₹22,500 | 50 ₹37,500 |
| 2.00 | Removing excavated material exc 1.50 Km n exc. 5 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 242.5 | Cum | 30 ₹7,275 | 500 ₹1.2 L |
| 3.00 | Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits, manholes , septic tank, for laying of cables , laying of pipes not exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in soft/loose soil etc complete all as specified and as directed by Engineer-in- charge. | 201.5 | Cum | 100 ₹20,150 | 100 ₹20,150 |
| 4.00 | Material and labour for Cement Concrete 1:4:8 , Type D-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. | 9 | Cum | 2,500 ₹22,500 | 2,300 ₹20,700 |
| 5.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in 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 as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 72 | Cum | 6,000 ₹4.3 L | 6,000 ₹4.3 L |
| 6.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 16 | Cum | 6,000 ₹96,000 | 6,000 ₹96,000 |
| 7.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 26 | Cum | 6,000 ₹1.6 L | 6,000 ₹1.6 L |
| 8.00 | Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 50 | Cum | 6,000 ₹3 L | 6,000 ₹3 L |
| 9.00 | Material and Labour for Formwork of 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 to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. | 300 | Sqm | 300 ₹90,000 | 400 ₹1.2 L |
| 10.00 | Material and Labour for Formwork in square,reactangular or polygonal on rough finished surface of concrete to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer-in-charge. | 180 | Sqm | 300 ₹54,000 | 500 ₹90,000 |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
5 May 2026, 6:00 pmClosed
CWE Bathinda
HQ CWE Bathinda Bathinda Mil Stn
PROVN OF CERTAIN SANCTIONED WORKS UNDER GE SOUTH BATHINDA AT BATHINDA MIL STN
2026_MES_758703_1
CWE BTD/TOKEN-40/2025-26
Open Tender
Civil Works
270 days
Bathinda Mil Stn
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (S) Bathinda
₹2.3 L
HQ CWE Bathinda
13 Jun 2026
31 Mar 2026
7 May 2026
31 Mar 2026
5 May 2026
21 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out and getting out in soft / loose soil complete all as specified & directed. | - | Sqm | - | - | |
Removing excavated material exc 1.50 Km n exc. 5 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | - | Cum | - | - | |
Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits, manholes , septic tank, for laying of cables , laying of pipes not exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in soft/loose soil etc complete all as specified and as directed by Engineer-in- charge. | - | Cum | - | - | |
Material and labour for Cement Concrete 1:4:8 , Type D-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. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in 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 as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and Labour for Formwork of 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 to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. | - | Sqm | - | - | |
Material and Labour for Formwork in square,reactangular or polygonal on rough finished surface of concrete to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer-in-charge. | - | Sqm | - | - |
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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.28 MB
8140DetlBreakupQtyForEachJob.pdf
Additional Documents • 0.59 MB
8140NIT.pdf
Additional Documents • 0.27 MB
8140Tender.pdf
Tender Documents • 5.28 MB
BOQ_849808.xls
BOQ • 0.57 MB
8140Credit.pdf
Additional Documents • 0.23 MB
Drg8140.pdf
Additional Documents • 19.10 MB
Download all tender documents and submit your bid
