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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.1 LAdmitted-Finance | -25.34% | ₹31.1 L | L1 | Admitted-Finance |
| 2 | L2₹32.6 LAdmitted-Finance 241 SECTOR 7 PANCHKULA | -21.80% | ₹32.6 L | L2 | Admitted-Finance |
| 3 | L3₹33.2 LAdmitted-Finance 21 SECTOR 15 PANCHKULA | -20.29% | ₹33.2 L | L3 | Admitted-Finance |
| 4 | L4₹34.6 LAdmitted-Finance 1627 SECTOR 26 PANCHKULA | PANCHKULA | HARYANA | 133301 | -16.80% | ₹34.6 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹41.6 L
EMD Value
₹83,283
Closing Date
6 Apr 2026, 11:30 amClosed
Er Surinder Singh Grewal
Executive Engineer CP Division No2 Road Sector 9 Chd
Construction of Road at CISF unit near Backside of Punjab and Haryana Secretariat Sector 1 UT Chandigarh
2026_CHD_91506_1
CP2Road2678770
Open Tender
Civil Works - Roads
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹83,283
9 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
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 |
|---|---|---|---|---|---|
| 1Dismantling of existing PCC tiles & stacking the same at site carefully complete in all repect and to the entire satisfication of Engineer-in-charge. | |||||
| 2Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete in all respects and to the entire satisfaction of Engineer in charge. N.S. | |||||
| 3Haulage of material/earth by mechanical transport inculding the cost of loading, unloading and stacking with lead of 5.0 Km complete in all respect as per satisfication of Engineer-in-Charge. | |||||
| 4Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, mechanically/manual means and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. N.S. | |||||
| 5Providing, laying, spreading and compacting granular sub base material 200 mm thick(in two layer) compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – 3 as per table 400.1 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge. | |||||
| 6Construction of 250mm thick compacted (in two layer ) Wet Mix Macadam to confirming to clause 406 of MORT&H (Ministry of road transport and highway)specification (5th edition) having as laid, density of 2.2gm/c.c (Two point Two gram per cubic centimeter) by providing laying, spreading and compacting clean, crushed aggregate and granular material conforming to Table 400.12 (Physical characteristics) Table 400.13 (grading) of MORT&H (Ministry of road transport and highway)specifications (5th edition). The material shall be premixed with water at OMC in Mixing Plant/Pan type mixer/Pug Mill and mixed material carried to site by tippers and spread uniformly and evenly on the prepared sub base/base by paver finisher of adequate capacity and all high and low spots remedied by removing or adding aggregate, as required and rolled with 8-10 (Eight to ten tones) tones roller to achieved/desired density. It shall included the cost of tools and plants, carriage of material from stacks, templates, barriers, safety temporary warning lamps at night, chowkidar, maintenance of diversion etc. Complete in all respects as per MORT&H (Ministry of road transport and highway) specification and to the entire satisfaction of the Engineer-in-charge. N.S. | |||||
| 7Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 100mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. | |||||
| 8Providing and fixing Precast Cement Concrete Grass Pavert 250x250mm x 300mm having 100mm thick ISI marked of M-40 design mix laid over 30mm thick fine sand including the cost of best quality colours and hardening agents. The paver should be finished and shall be tested against permissible strength, breaking load, wearing resistance and water absorption. The paver should be laid to the required slope and complete in all respect and to the entire satisfaction of Engineer-in charge. | |||||
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