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Tender Value
₹13.0 Cr
EMD Value
₹9.8 L
Closing Date
22 Oct 2026, 6:00 pm
Chief Engineer Project Chetak
HQ Chief Engineer Project Chetak, C/o 56 APO, Bikaner, PIN 334006
P AND L OF GSB 15 CM, WMM 10 CM, DBM 5 CM AND BC 4 CM, PRIME, TACK COAT, ROAD MARKING, ROAD STUD FOR REHAB WKS BET KM 37.20 AND KM 46.91 ON ROAD RAMSINGHPUR- KUPLI - DHANDARA - GHARSANA
2026_BRO_790286_1
CE (P) CTK/12/2026-27
Open Tender
Civil Works
Works
120 days
As per tender document
As per tender document
8 documents required · 8 mandatory
₹0
₹9.8 L
Yes
HQ Chief Engineer Project Chetak, Bikaner
21 Sept 2026
21 Sept 2026
29 Oct 2026
21 Sept 2026
22 Oct 2026
1 Oct 2026
22 Sept 2026 - 29 Sept 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and Laying of Granular Sub Base 15 cm thick (compacted) with stone aggregate conforming to grading No. V as per table 400-1 of MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 23,568.25 | Sqm | 10 | ₹2,35,682.5 |
| 2 | Providing, laying, spreading and compacting stone aggregate grading as per table 400-13 and satisfying the physical requirement as per table 400-12 of MoRT&H specifications for Road and Bridge Works (fifth revision) for Wet Mix Macadam 10 cm thick (one layer) consolidated including premixing the materials with water to OMC in mechanical mix laying in uniform layers in sub base / base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding as per MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 57,602 | Sqm | 10 | ₹5,76,020 |
| 3 | Providing and applying Prime Coat with bitumen emulsion on prepared surface of Granular Sub Base including cleaning of road surface and spraying primer @ 7.5 kg per 10 sqm. (Using BPD with manual labour as per MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 55,010 | Sqm | 10 | ₹5,50,100 |
| 4 | Providing and applying Tack Coat with bitumen VG-10 using bitumen pressure distributor @ 2.5 kg per 10 sqm on prepared bituminous / granular surface cleaned with mechanical broom as per MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 1,10,020 | Sqm | 10 | ₹11,00,200 |
| 5 | Providing and laying of Dense Bituminous Macadam 5.0 cm thick precoated stone aggregate physical requirements /grading/mix composition requirement as per table – 500-8/9/10 respectively as per MoRT&H specifications for Road and Bridge Works (fifth revision) with 4.5% asphalt VG-30 penetration grade with HMP as per MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 55,010 | Sqm | 10 | ₹5,50,100 |
| 6 | Providing and laying Bituminous Concrete layer 4.00 cm thick with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications for Road and Bridge Works (fifth revision), mixed with 5.4% binder asphalt VG-30 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) with HMP as per MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 55,010 | Sqm | 10 | ₹5,50,100 |
| 7 | Providing and laying of Road marking 2.5 mm thick with hot applied thermoplastic compound with reflecting glass beads including preparation of surface and application conforming to clause: 803.4 of MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 1,960.9 | Sqm | 10 | ₹19,609 |
| 8 | Providing and fixing of Road Stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar conforming to clause 804 of MoRT&H specifications for Road and Bridge Works (fifth revision) and all as specified. | 978 | Nos | 10 | ₹9,780 |
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