Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹91.4 LAccepted-AOC | L-1 | Accepted-AOC 1 | |
| 2 | L-2₹92.3 L+₹88,720 (0.97%)Rejected-Finance HOUSE NO 214 WARD NO 2 TEHSIL SUJANPUR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | L-2 | Rejected-Finance L-2 |
Tender Value
₹88.7 L
EMD Value
₹1.8 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer
Dodra Kawae
RR damages to RCD Road km 000 to 92695 Portion turning point of buseslanding of helicopter SH PL GSB GIIGIII Metalling tarring Work at RD 9200 to 92695
2026_PWD_132835_17
6717--6816 dated 23-3-26
Open Tender
Civil Works - Roads
Percentage
120 days
Dodra Kawar
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
₹1.8 L
15 Jun 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 Ebankment with Material deposited from roadway cutting construction of emnabkment with approved materials deposited at site from road cutting and excavation from drain and foundation of other structure of graded and compected to meet requirementof table 300.2 | 1,799.6 | Per Sqm | - | - |
| 2Granular Sub Base with coarse graded material ( Table:-400.2) onstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 | |||||
| 3WBM-G-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (Two) as per Technical Specification Clause 405 | |||||
| 4WBM GIII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (Three) as per Technical Specification Clause 405 | |||||
| 5Prime Coat:- Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85(One) kilogramme per square meter using mechanical means as per Technical Specification Clause 502 | |||||
| 6Tack Coat :-Providing and applying tack coat with Bitumen emulsion (RS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kilogramme per square meter using mechanical means as per Technical Specification Clause 502 | |||||
| 7Bituminous Macadam 50mm:- Providing and laying bituminous machdam with 100-120 TPH hot mix plant producing an average out put of 75 tons per hour using overhead aggregates of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction . | |||||
| 830 mm Thick Bituminous Concrete using Bituminous pernatration grade/modified Bitumen Binder:- Providing and laying 30mm thick bitumin concrete with 100-120 TPH capasity batching computerised HMP producing an avrage output of 75 tone per hour using crushed agrehate of specified greading premixed with bituminious binder @ 5.4 to 5.6 per cent as per job mix formula and transporting the Hot mix plant to work site , laying a hydloulic paver finisher with sensor control to the required grade level and aligment rolling with smooth wheel bibratory and tendem roller to achive desired compection as per MORTH speecifitation clause No 509 complete in all respect . including all leads and lifts as per diretion of Engineer Incharge . | |||||
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.87 MB
SBD17.pdf
Tender Documents • 4.45 MB
BOQ_196515.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .