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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.2 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹11.1 Cr+₹87.5 L (8.57%)Admitted-Finance KH NO 24 14 GF 5 5 SURENDER COLONY VILLAGE JHARODA MAJRA PHASE 3 LANDMARK NEAR JHARODA POLICE CHOWKI NORTH DELHI DELHI 110084 | CENTRAL DELHI | DELHI | 110084 | L2 | Admitted-Finance | ||
| 3 | L3₹11.3 Cr+₹1.1 Cr (10.4%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹11.6 Cr+₹1.4 Cr (13.8%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹11.0 Cr
EMD Value
₹22.0 L
Closing Date
26 May 2025, 6:00 pmClosed
As per Tender doc. and NIT
As per Tender doc. and NIT
Construction of road Basai Vanshi Paharpur to Roopwas Road upto Roopwas and Mahalpur Chura to Vanshi Paharpur
2025_CEPWD_465112_1
NIT 02 ACE PWD Zone Bharatpur 2025-26
Open Tender
Civil Works - Roads
Percentage
300 days
Bharatpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
As per Tender doc. and NIT
₹22.0 L
Yes
As per Tender doc. and NIT
4 Jun 2025
3 May 2025
27 May 2025
3 May 2025
26 May 2025
3 May 2025
6 May 2025
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 |
|---|---|---|---|---|---|
| 1PART- 'A' - EARTH, GRAVEL, WBM WORK | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means.In area of non-thorny jungle | - | Hect. | 12,513 | - |
| 1.02 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means.Bituminous Courses & Granular Courses. | - | Cum | 100 | - |
| 1.03 | 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 all lead as per MoRTH Specification Clause 305.3 | - | Cum | 58 | - |
| 1.04 | 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 With all lead | 1 | Cum | 104.2 | ₹104.1 |
| 1.05 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. 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 MoRTH Specification Clause 301.3 | - | Cum | 31 | - |
| 1.06 | 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. Granular Sub-Base with Close Graded Material (Table:- 400-1). Plant Mix Method | 1 | Cum | 882 | ₹881.12 |
| 1.07 | 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.Extra rate for carriage of mixed material additional lead from in item 4.6. with all lead | - | Cum | 1,192 | - |
| 1.08 | PART- 'B'- BITUMINOUS WORK | - | - | - | - |
| 1.09 | 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 | 31 | - |
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