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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.4 LAdmitted-Finance JANAKPURI C 3 146 JANAKPURI 110058 | JANAKPURI | DELHI | DELHI | 110058 | -0.05% | ₹12.4 L | L1 | Admitted-Finance |
| 2 | L2₹12.4 L+₹619.86 (0.05%)Admitted-Finance B 16 AMBEDKAR PURAM DELHI ROAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | +0.00% | ₹12.4 L+₹619.86 (0.05%) | L2 | Admitted-Finance |
| 3 | L3₹12.5 L+₹13,017.07 (1.05%)Admitted-Finance | +1.00% | ₹12.5 L+₹13,017.07 (1.05%) | L3 | Admitted-Finance |
Tender Value
₹12.4 L
EMD Value
₹1.2 L
Closing Date
2 Jun 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
13 - Kasba Baraut ward no. 19 ve 20 me Sandeep ki dukan se Sanmati medical store wale ki dukan tak CC sadak nirman/ side patri per rubber mold tiles lgane ka karya.
2026_DOLBU_1153233_13
119/2026-27, Dt. 02-05-2026
Open Tender
Miscellaneous Works
Percentage
180 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹1,463
EO, NPP Baraut
₹1.2 L
8 Sept 2026
25 May 2026
3 Jun 2026
25 May 2026
2 Jun 2026
25 May 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 | Dismentling of old cc road layers including stacking all material as per dirction of engineer lead up to 60.0m in comp.positiopn(s.i-694) | 1 | cum | 1,000 | ₹999.9 |
| - | Disposal of material from site up to 3.0 km distance | 1 | cum | 95 | ₹94.99 |
| - | Contruction 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 rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401 | - | cum | 3,400 | - |
| - | Cement Concrete Pavement.construction of un - reinforcement dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other as per clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to is 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and opproriate weigh batcher using approved weigh batcher using mix design ,laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythen film wedges steel plates including leveling the formwork as per drawing) spreeding the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous opertion including provision of contraction and expansion construction joint applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and construction joints admixture as approved curing of concrete slab for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 | 1 | cum | 7,500 | ₹7,499.25 |
| - | supply of 80mm thick cc rubber mouid tile I-shape mechanically compressed interloking paver block manufactured by high pressure and control vibration machine having plan dimension 200*(160+120mm)with minium 5mm topping of O.P cement smooth gloss finish .The compressive strength of concrete paver block shall not be less than 40Mpa and 4.5 kg per no.including cost of all material labour T&P etc require for proper completion f of the work MORD,specification | - | sqm | 1,100 | - |
| - | STEEL WORK WELDED IN BUILT UP SECTIONS / FRAMED WORK INCLUDING CUTTING HOISTING FIXING IN POSITION AND APPLYING A PRIMING COAT OF APPROVED STEEL PRIMER USING STRUCTURAL STEEL ETC AS REQUIRED . IN GRADING FRAMES GUARD BAR LADDER RALLING BRACKETS GATES AND SIMILAR WORKS INcluding leaser cutting in complete/ possition in DSR 10.25 .2 | - | kg | 125 | - |
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