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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Finance | -0.21% | ₹8.5 L | L1 | Admitted-Finance |
| 2 | L2₹8.5 LAdmitted-Finance | -0.18% | ₹8.5 L | L2 | Admitted-Finance |
| 3 | L3₹8.6 LAdmitted-Finance | -0.12% | ₹8.6 L | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹85,634
Closing Date
6 May 2026, 2:00 pmClosed
EO MAWANA
NPP MAWANA
Ward -13 mohalla munnalal mai nale ki puliya se rajna gupta ki dukan tak c.c interlocking tiles or nail nirman ka karye
2026_DOLBU_1139483_1
79/NPPMAWANA/E-TENDER/2025-26
Open Tender
Civil Works
60 days
NPP Mawana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,012
Yes
₹85,634
Yes
12 May 2026
20 Apr 2026
6 May 2026
20 Apr 2026
6 May 2026
20 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismentling of old c.c interlocking tiles | - | Cum | - | - | BI01010001010000000000000515BI0100001108 |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site spreading, grading to required slope and comacting to meet requirement of tables 300.1 and 300.2 with a lead upto 10km as per Technical specification clasuse 301.5 (Earth work with 10.000 km Lead) as per analysis | - | cum | - | - | BI01010001010000000000000515BI0100001178 |
| 3 | Cement Concrete with 40 mm gauge Brick Ballast, f.s. and cement in proportion 10:5:1, DSR 4.2.8.A (DSR Factor 6912.45x0.757x108/107 = 5281.62 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and hnical specification Clauses 3,603, 604, 1202 & 1204 as per analysis cun | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 as per analysis | - | sqm | - | - | BI01010001010000000000000515BI0100006119 |
| 6 | C.C. 1:2:4 in cement coarse sand and grit 2 cm. gauge in cc road DSR 4.1.3 (DSR Factor 7878.50x0.757x108/107 = 6019.76) | - | Cum | - | - | BI01010001010000000000000515BI01000061556 |
| 7 | Construction of granular sub- base by providing well graded material, spreading in uniform layers with motor grader on prepared surface., mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, as per MORD specification 401 as per analysis | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 8 | providing and laying of interlocking tiles concrete block pavement having thickness 80mm with 3 cm compacted fine sand bed as per drawings and technical specifcation as per direction of engineer in charge as per analysis | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 9 | Providing an laying of interlocking tiles concrete lock pavement having thickness 80mm with 3 cm compacted fine sand bed as per drawing and technical sppecification as per direction of Engineer in charge (Colour tiles) as per analysis | - | sqm | - | - | BI01010001010000000000000515BI0100001136 |
| 10 | S/F of sign Board Complete item | - | nos | - | - | BI01010001010000000000000515BI0100001138 |
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