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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹15.0 CrAccepted-AOC | ₹15.0 Cr | L 1 | Accepted-AOC Financially L 1 |
| 2 | L 2₹15.7 CrRejected-AOC | ₹15.7 Cr | L 2 | Rejected-AOC Financially L 2 |
| 3 | L 3₹20.5 CrRejected-AOC | ₹20.5 Cr | L 3 | Rejected-AOC Financially L 3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 1) Bidder was asked to submit all digitally signed documents by TPIA as per AnnexureIV of Appendix QRPQ Criteria Document Authentication Process of Tender document. However the bidder has not submitted any of the documents duly certified by TPIA |
| 5 | Rejected-Technical H NO 74 E STREET NO 11 JAWAHAR NAGAR HISAR HARYANA INDIA PIN NO 125001 | HISAR | HARYANA | 125001 | - | - | Rejected-Technical 1) Bidder was asked to submit all digitally signed documents by TPIA as per Annexure IV of Appendix QR,PQ Criteria Document Authentication Process of Tender document. However the bidder has not submitted any of the documents duly certified by TPIA |
| Sl No | Description | Qty | Unit | SHRI BALA JI BUILDERS L2 | M/S ARYA CONSTRUCTION CO. L3 | MS NAUSHEY ALI CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the existing black top bituminous road upto WBM depth /soling depth including stacking of serviceable material, filling of this serviceable materials in the pot holes or disposal of this serviceable material and unserviceable material upto 15 km lead including compacting the dismantled material by suitable roller, compactor to reduce its volume at the site of disposal as required all complete as per direction of Engineer-in-charge. | 19,400 | SqM | 200 ₹38.8 L | 30 ₹5.8 L | 10 ₹1.9 L |
| 2.00Earth work in excavation, disposal of earth, filling around foundation, plinth, other purposes as per following items including taking levels by bringing total station, DGPS leveling machine making grid pillar etc. as per requirement and direction of EIC all complete Note-1) Contractor has to arrange for environmental clearance, all other statutory clearance such as excavation / mining/filling as may be required from all concerned government agencies before start of excavation/filling work including payment of all charges, royalties etc. Any penalty arising on account of non compliance of government regulations shall be the responsibility of the contractor. | ||||||
| 3.00 | Earth work in excavation, taking out of excavated earth etc for foundation, drain sub grade etc. in steps as per site upto required depth, including providing required camber in soil for sub grade as required including shoring, shuttering and dewatering as required, side protection, and stacking on the sides of the existing road and disposing surplus earth to any other location within a distance of 15 km. | 7,600 | CuM | 235 ₹17.9 L | 177 ₹13.5 L | 150 ₹11.4 L |
| 4.00Note:- 1) Contractor has to carry out survey and leveling using total station , DGPS and prepare and submit plan , longitudinal and cross section profile (at every 10 mtr. center to center and 2 mtr. in transverse direction) in hard copy and in AUTO-CAD format along the entire length before starting any excavation/filling and then after completion of excavation/filling and comparison of before and after curves in autocad for volumetric calculation , including establishing of benchmarks at various points.2) Cleaning, grubbing, surface dressing of excavated area is deemed to be included in the cost of excavation. No separate payment will be made for cleaning, grubbing, surface dressing of excavated area. 3) For excavation work of drain Contractor has to make arrangement for diversion of flow of drain by making temporary bund / drain at his own cost including mobilizing and making use of tanker, pump, pipe etc. as required for sucking the waste water and disposal upto lead of 15 km. No extra payment will be made for this. | ||||||
| 5.00 | Filling of excavated earth (Excavated as per item no. 2.1) for foundation, drain plinth, other purposes (except for use as per item no. 3.2) in layers not exceeding 150 mm in thickness watering and consolidation by rammer, suitable compaction equipment etc. disposing surplus earth as per directed by Engineer-In-Charge to a lead upto 15 km. Note- Payment will be on the basis of compacted volume of earth at site. | 2,800 | CuM | 210 ₹5.9 L | 153 ₹4.3 L | 150 ₹4.2 L |
| 6.00Filling and construction of sub grade/ embankment/shoulders/any other filling as per site requirement for road construction as per below with material obtained / supplied by contractor as per below (with approved material/selected soil having CBR>6 for subgrade / embankment/any other filling as per site requirement ) obtained from borrow pits or any other approved source with all lifts and leads ,transporting to site ,cleaning and grubbing of area to be filled , surface dressing , spreading , grading to required slopes, camber , watering, rolling and compacting by required Power / vibratory roller etc. as required, including dewatering at required low-lying areas all complete as per specifications and filling materials obtained as follows: | ||||||
| 7.00Note- 1) Contractor has to submit test report of filling materials complying to parameters as mentioned above tested in NABL and NPCIL approved 3rd party labs at his own cost, prior to start of filling. 2) Contractor has to carry out survey and leveling using total station, DGPS and prepare and submit longitudinal and cross section (at every 10 mtr. center to center and 2 mtr. spacing in transverse direction) profile in hard copy and in AUTO-CAD format along the entire length before starting any filling and then after completion of filling and and comparison of before and after curves and road profile as per drawing in auto cad format for volumetric calculation including establishing of benchmarks at various points. 3) Contractor has to arrange for environmental clearance , all other statutory clearance from all concerned government agencies before start of filling work including payment of all charges , royalties etc. Any penalty arising on account of non compliance of government regulations shall be the responsibility of the contractor. 4) Payment will be on the basis of compacted volume at site complying to specifications | ||||||
| 8.005) Contractor has to submit report of NABL approved 3rd party testing of compacted sub grade / embankment / shoulder / any other filling including determination of OMC and MDD by NABL approved lab and submission of report for compliance to field density and CBR value and requirements of table 300-1 and 300-2 as per MORTH specification attached herewith before clearance is given for laying of GSB. Compacted Field density (as per IS 2720) and CBR shall be checked @ of 1 sample (comprising of 3 trials/specimen) (by sand replacement method for density and for CBR ) at every 1500 square mtr. and every second layer of filling (i.e. every 400 mm depth) . Only when required compliance is achieved for all the 3 samples, the 1500 sq. mtr shall be considered compacted for payment and further clearance of work. In case only one layer of filling is required ,then the same needs to be got verified by the contractor through NABL approved lab 6)Cleaning, grubbing, surface dressing of area to be filled is deemed to be included in the cost of filling work. No separate payment will be made for cleaning, grubbing, surface dressing of area to be filled. | ||||||
| 9.00 | Filling materials in layers of 200mm obtained / supplied by contractor from borrow area or any other approved source(except excavated from site) complying to above specifications, rolling, watering and compacting as mentioned above all complete. Note- Payment will be on the basis of compacted volume of earth at site. | 10,500 | CuM | 250 ₹26.3 L | 235 ₹24.7 L | 275 ₹28.9 L |
| 10.00 | Filling materials in layers of 200mm obtained and shifted by contractor from excavated materials obtained from item no. 2.1 of SOQR complying to above specifications, rolling , watering and compacting as mentioned above. Note- Payment will be on the basis of compacted volume of earth at site. | 4,800 | CuM | 150 ₹7.2 L | 118 ₹5.7 L | 200 ₹9.6 L |
Tender Value
₹18.6 Cr
EMD Value
₹22.6 L
Closing Date
6 Aug 2025, 5:00 pmClosed
Station Director
SD Office Adminitrative Building, NAPS NARORA 203389
Construction of Bituminous Road from Silhari Mod to Ratanpur Under CSR.
2025_NPCIL_239824_1
NAPS/CTC/CSR /2025/CPPP/PT/1158
Open Tender
Civil Works
300 days
NAPS Narora
As per NIT
3 documents required · 3 mandatory
₹0
₹22.6 L
NAPS Narora
15 Nov 2025
15 Jul 2025
8 Aug 2025
15 Jul 2025
6 Aug 2025
25 Jul 2025
15 Jul 2025 - 21 Jul 2025
23 Jul 2025
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