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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹29.2 LAdmitted-Finance | -10.20% | ₹29.2 L | L1 | Admitted-Finance |
| 2 | L2₹30.9 LAdmitted-Finance NAGPUR DIST NAGPUR | NAGPUR | MAHARASHTRA | 440001 | -5.00% | ₹30.9 L | L2 | Admitted-Finance |
| 3 | L3₹34.3 LAdmitted-Finance | +5.25% | ₹34.3 L | L3 | Admitted-Finance |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
1 Apr 2026, 6:00 pmClosed
Executive Engineer, PWD Dn. Bandikui
Office of the Executive Engineer, PWD Dn. Bandikui
LEVELLING DRESSING HELIPAD APPROACH ROAD AND OTHER WORK FOR CM VISIT AT BANDIKUI
2026_CEPWD_548867_3
SHORT TERM NIT 14/2025-26 EE PWD Dn Bandikui
Open Tender
Civil Works
7 days
Under Jurisdiction of Dn. Bandikui
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through online EGras Challan Office ID 43265
₹80,000
Yes
2 Apr 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
1 Apr 2026
28 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 | Item Code |
|---|---|---|---|---|---|---|
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201 By Manual Means | 1 | P.Hect. | - | - | Item_1 | |
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil | - | P.Sqm | - | - | Item_2 | |
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | - | P.Cum | - | - | Item_3 | |
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material | 1 | Cum | - | - | Item_4 | |
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead | 1 | Cum | - | - | Item_5 | |
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | - | Sqm | - | - | Item_7 | |
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | - | Sqm | - | - | Item_8 | |
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30) | - | Sqm | - | - | Item_9 | |
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510. By Mechanical Means.Case ll Type B Bitumen (VG-30). | - | Sqm | - | - | Item_10 | |
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | - | Cum | - | - | Item_11 |
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