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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 CrAccepted-Finance | ₹4.7 Cr | 1 | Accepted-Finance Accepted |
| 2 | 2₹5.7 CrAccepted-Finance | ₹5.7 Cr | 2 | Accepted-Finance Accepted |
Tender Value
₹6.3 Cr
EMD Value
₹12.5 L
Closing Date
27 Apr 2026, 6:00 pmClosed
Sr. DGM RIICO Boranada
Office of the Sr. DGM RIICO Boranada
Recarpeting and Strengthening of Roads with Paved Shoulder and Construction of Footpath with covering of Drain by RCC at Ind. Area EPIP Boranada.
2026_RIICO_549981_1
1/2026-27
Open Tender
Civil Works
365 days
RIICO BORANADA
Scanned copy of valid contractor Registration and duly signed Bid Documents and its terms and conditions
3 documents required · 3 mandatory
₹5,900
RIICO BORANADA
₹12.5 L
RIICO Unit Office Boranada
8 May 2026
6 Apr 2026
28 Apr 2026
6 Apr 2026
27 Apr 2026
6 Apr 2026
6 Apr 2026 - 27 Apr 2026
21 Apr 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 |
|---|---|---|---|---|---|---|
| 1 | 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 thorny jungle | - | Hectare | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specific | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Earth, Sand, Lime, Morrum manure or sludge Add for Each 1Km beyond Ist Km (upto 5km) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and laying Built up spray grout ( BUSG ) patching 75mm thick in two layers ( Each layer consisting of spreading aggreate - crusher broken @ 0.50 cum per 10 sqm area as per MoRTH specification, laying first layer after application of tack coat @ 3.75 kg per 10 sqm including cost of tack coat, rolling with 8-10 tonne power road roller, application of first spray of binder @ 15 kg per 10 sqm, spreading & rolling of second layer of coarse aggregate with 8-10 tonne power road roller, application of second spray of binder @ 15 kg per 10 sqm and laying key aggregate on the top of second layer and rolling with 8-10 tonne power road roller including heating and spraying of binder, cleaning the area of patch, potholes cut to regular shape with vertical sides, removing all loose and disintegrated material including cost of coarse aggregate, key aggregate, rolling & hire charges of machinery, T&P, cost of fuel, bitumen etc. complete. | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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. | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 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 @ 5.4 to 5.6 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) | 0.2 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.as per MoRTH Specification Clause 804. | - | Each | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | 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-II Material | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
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