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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹45.0 LAccepted-AOC VILLAGE ISLAM PUR BISHNOI ALIAS BISHNOI WALA PO MAHESHRI JAAT TEHSIL NAGINA DISTRICT BIJNOR | BIJNOR | UTTAR PRADESH | 246701 | ₹45.0 L | l1 | Accepted-AOC ee |
| 2 | l2₹45.7 L+₹69,274.25 (1.54%)Rejected-AOC NAGLA GANGARAM JHAPARA TEHSIL JASRANA FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹45.7 L+₹69,274.25 (1.54%) | l2 | Rejected-AOC ee |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
19 Mar 2026, 12:00 pmClosed
se office
ee
new construction work of the connecting road from Bhadki Chauraha to Nagla Kothiwork of the connecting road from Bhadki Chauraha to Nagla Kothi (kuthiya) via Mahmadpur Patti
2026_CEALG_1124763_4
1343-SE Dt 07-03-2026
Open Tender
Civil Works
Percentage
365 days
etah
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
Yes
₹4.6 L
Yes
5 Apr 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
13 Mar 2026 - 19 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 |
|---|---|---|---|---|---|
| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,800 | Cum | 120 | ₹4,56,000 |
| - | 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, complete as per Technical Specification Clause 401. (i) For Grading I Material. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 329 | Cum | 4,200 | ₹13,81,800 |
| - | W B M Grade-2 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2) I/C cost of material, labour, T&P and all Taxes but Excluding GST | 142.5 | Cum | 4,700 | ₹6,69,750 |
| - | WBM Grading 3 (using Graded Metal) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. I/C cost of material, labour, T&P and all Taxes but Excluding GST | - | Cum | 4,900 | - |
| - | Primer Coat :- Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechincal means as per technical specification Clause 502 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,430 | Sqm | 40 | ₹97,200 |
| - | Tack Coat :- Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. I/C cost of material, labour, T&P and all Taxes but Excluding GST | - | Sqm | 17 | - |
| - | 20mm thick Open-Graded Premix Carpet using Bituminous Binder :- 20mm thick Open-Graded Premix Carpet using Bituminous (VG-10) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 I/C cost of material, labour, T&P and all Taxes but Excluding GST | - | Sqm | 198 | - |
| - | Seal Coat:- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. I/C cost of material, labour, T&P and all Taxes but Excluding GST | - | Sqm | 75 | - |
| - | Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. SOR SI No. 765 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 0.65 | Km | 80,000 | ₹52,000 |
| - | Excavation 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 14 | Cum | 110 | ₹1,540 |
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