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Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
31 Aug 2026, 6:00 pm5d left
Superintending Engineer PWD Circle Hanumangarh
Superintending Engineer PWD Circle Hanumangarh
Construction of Missing Link/ Non Patchable Road under Package No RJ-15-04/ML and NP/2026-27 (PWD DN Hanumangarh) District Hanumangarh
2026_CEPWD_586022_1
SE_NIB_11_Year_2026-27_ML/NP
Open Tender
Civil Works
Percentage
152 days
Hanumangarh
As Per Tender Documnent
4 documents required · 4 mandatory
₹2,000
Executive Engineer PWD Division Hanumangarh
₹3.3 L
Yes
Superintending Engineer PWD Circle Hanumangarh
14 Aug 2026
14 Aug 2026
1 Sept 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
19 Aug 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 |
|---|---|---|---|---|---|
| 1Rehabilitation of Link Road 10HMH Km 0/00 to 2/00 | |||||
| 1.01 | Clearing and Grubbing Road Land. 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 | 0.24 | Hect. | 10,374 | ₹2,489.76 |
| 1.02 | 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 | 489.6 | Cum | 25 | ₹12,240 |
| 1.03 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | 489.6 | Cum | 33 | ₹16,156.8 |
| 1.04 | Granular Sub-Base with Close Graded Material (Table:- 400-1) By Mix in Place Method.Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401.For Grading III Material. | 244.8 | Cum | 954 | ₹2,33,539.2 |
| 1.05 | Maintenance of WBM Road . Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 | 562.5 | Sqm | 125 | ₹70,312.5 |
| 1.06 | Prime Coat 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 | 562.5 | Sqm | 28 | ₹15,750 |
| 1.07 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 7,650 | Sqm | 8.75 | ₹66,937.5 |
| 1.08 | Maintenace of bituminous surface road
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRTH specifications Clauses 3004.2 | 7.5 | Cum | 5,962 | ₹44,715 |
| 1.09 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects.for Grading-I ( 19 mm nominal size ) Bitumen (VG-30) | 229.5 | Cum | 7,269 | ₹16,68,235.5 |
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