Tender For Rectification Of Deck Slab Of Old Ignp Bridge Ch 157+838 Along With Strengthening Of Approaches On Of Bikaner Suratgarh Section Of Nh-62 Under Special Repair Annual Plan 2026-27
Tender Value
58.86 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
5 days left
EMD
1.17 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Rectification Of Deck Slab Of Old Ignp Bridge Ch 157+838 Along With Strengthening Of Approaches On Of Bikaner Suratgarh Section Of Nh-62 Under Special Repair Annual Plan 2026-27
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Oct-2026 | BDD | Date | 02-Nov-2026 |
| 2 | 01-Nov-2026 | date | Date | 17-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Milling of distress bitumenous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c auling and stock pilling the reclaiming to bring to required specification to reuse with the approval of engineer - in -charge for safe disposal; with all leads and lifts complete in all respect as directly by Engineer - in- charge. *Note : The unutilized quality of reclaimed bituminous mix material shall be recovered. |
| 2 | Repair of pot holes by Wet Mix Macadam material by removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, compacting base of excavationas per clause 503, back filling the pot holes with wet mix macadam material by manual means as per clause406, compacting with roller 8-10 T, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004. |
| 3 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS:8887 & manufacturer’s specifications @ 6kg/10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying thematerial uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) |
| 4 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads. Grading II (26.5mm nominal size) - Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm ) |
| 5 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 (Including cleaning of bituminous road surface ) |
| 6 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all lead. Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm VG-40 Garde |
| 7 | Providing and laying marking of center line and stop line etc with hot thermoplastic compound of approved quality with type-1 glass beeds (Table-800-9) , 2.5 mm thick on road/ plain surface, including reflectorising glass beads type-2 (Table-800-10) @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 8 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2, For Grading I Material |
| 9 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead up to 1000 m. complete as per technical specification without causing any detrimental effect to any part of the bridge structure (MoRTH specifications clause 2809,100) |
| 10 | Dismantling up to1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] Concrete By mechanical Means Pre-stressed/ reinforced cement concrete grade M-20 & above |
| 11 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specification including subsequent cutting/ removal and sealing of the holes as necessary of nipples after completion of grouting with: Epoxy grout [MoRTH Specification: Clause: 2803] |
| 12 | Sealing of cracks by injection process through nipples complete with material and labour as per drawing and technical specification [MoRTH Specification: Clause:2803] Epoxy grout |
| 13 | Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical specification .[MoRTH Specification 1600(N)] |
| 14 | Structural Cement concrete for reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing andtechnical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete [MoRTH Specification 1500(N)&1700(N)] M 45 Garde (Ultra High Performance Concrete) Solid slab/Voided slab superstructure |
| 15 | Providing and fixing Mild steel railing, galvanized or painted, complete as per drawing and technical specification. [MoRTH Specification: 1900(N) & 2703(N)] |
| 16 | Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side. |
| 17 | Labour charges for fixing of Cat's Eye as per MoRTH specification excluding cost of Cat's Eye. |
| 18 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all around it. |
| 19 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick. |
| 20 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. New Surface Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 01, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 02, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 17, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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