Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.2 CrAccepted-AOC NEAR MODEL BASIC HOUSE NO 83 RAM NAGAR SUNAM DISTRICT SANGRUR PUNJAB | SANGRUR | PUNJAB | 148001 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹10.4 Cr+₹3.3 L (0.32%)Rejected-AOC | L-2 | Rejected-AOC L-2 |
Tender Value
₹10.4 Cr
EMD Value
₹20.8 L
Closing Date
2 Jan 2026, 11:00 amClosed
EE, Construction Division, PWD B and R, Nabha
XEN, Construction Division, PWD Nabha
Modernization of Various New Const./widening Link Road (G- 2) Assembly Constituency Nabha (MC Nabha)Under Special Assistance to States 2025-26 Phase-II in Dist. Patiala Including Maintenance of Road For Five Years One Year as Defect Liability Period
2025_CEPW_155385_1
Bid No-27/G-2 dt 26-11-2025
Open Tender
Civil Works - Roads
Percentage
270 days
Near Nabha
Please refer Tender documents.
4 documents required · 4 mandatory
₹50,000
₹20.8 L
20 Mar 2026
11 Dec 2025
2 Jan 2026
11 Dec 2025
2 Jan 2026
11 Dec 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction Work (Part-I) | - | - | - | - |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9
cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with
requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m | 14,345.37 | Cum | 33.71 | ₹4,83,582.42 |
| 3 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications | 45,526.89 | Mtr. | 96.67 | ₹44,01,084.46 |
| 4 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. | 1,54,001.08 | Sqm | 6.32 | ₹9,73,286.83 |
| 5 | Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | 8,639.71 | Cum | 1,610.35 | ₹1,39,12,957 |
| 6 | Water Bound Macadam Grading I Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming Water Bound Macadam Grading II , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) | 6,336.84 | Cum | 2,198.03 | ₹1,39,28,564.43 |
| 7 | Water Bound Macadam Grading II Providing, laying, spreading and compacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) | 6,336.84 | Cum | 2,198 | ₹1,39,28,374.32 |
| 8 | Providing and laying Surface Dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications | 83,974.56 | Sqm | 85.51 | ₹71,80,664.63 |
| 9 | Providing and applying Tack Coat with penetration grade bitumen VG- 10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications | 83,974.56 | Sqm | 23.24 | ₹19,51,568.77 |
| 10 | Providing & laying and compaction of Open-Graded Premix Surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type hot mix plant with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and laid with paver finisher mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT & H specifications. | 83,974.56 | Sqm | 153.6 | ₹1,28,98,492.42 |
stage.html
html • 0.04 MB
tech_eval.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.88 MB
BOQ_315366.xls
BOQ • 0.33 MB
nitgroup2.pdf
Tender Documents • 21.20 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 .