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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE CHATHA POST OFFICE SIRAH TEHSIL BATALA DISTRICT GURDASPUR | Accepted-Technical Admitted |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹21.3 L
EMD Value
₹42,645
Closing Date
24 Jun 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, Constn Dibn PWD B and R Br BTL
Improvement of Fatehgarh Chuiran Dera Baba Nanak Road at RD 0.90 to 1.084 R.H.S. in District for the year 2026-27
2026_CEPW_170298_1
27dt16062026
Open Tender
Civil Works - Roads
Percentage
90 days
Fatehgarh Churian
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹42,645
Yes
1 Jul 2026
17 Jun 2026
25 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | sqm | 6.32 | ₹6.31 |
| - | Construction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage of site of work, spreading, grading to required slope and compacting to meet requirement as per Clause 3003 of MORT&H Spceification. | - | Cum | 447.08 | - |
| - | Cement concrete 1:3:6 with stone ballast mixing by mechincal means | 1 | Cum | 4,356.38 | ₹4,352.02 |
| - | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of
free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications | 1 | Cum | 6,093.16 | ₹6,087.07 |
| - | Road Marking with thermoplastic compound 10 cm wide edge line on Curve & Junction only (and Zebra crossing at Education Institutions, Hospitals, etc. | - | Sqm | 649.66 | - |
| - | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications (CSR 24.63) | - | each | 256.75 | - |
| - | Add 1% Cultrual Cess | 0.9 | Percentage | 0.01 | ₹0.01 |
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SBD_FGC_Roadcutt.pdf
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dnitletter.pdf
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