Tender For Special Repair Of 45Mtr. And 60Mtr. Wide Sector Dividing Road Of Sector-22/22A And 22B/22C, U/E, Rohtak, “Providing And Laying Of 50Mm Thick Dbm, 40Mm Thick Bc, M-40 Grade Cement Concrete Pavement, Thermoplastic Paint Etc. From Jhajjar Road To
Tender Value
4.30 Crore
Estimated cost
Bid Submission
15 Sep 2025
0 days left
EMD
8.61 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kalanaur → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special repair of 45mtr. and 60mtr. wide sector dividing road of Sector-22/22A and 22B/22C, U/E, Rohtak, “Providing and laying of 50mm thick DBM, 40mm thick BC, M-40 grade Cement Concrete Pavement, thermoplastic paint etc. from Jhajjar road to Beri Road Urban Estate, Rohtak and all other works contingent thereto”. (Including three years maintenance and defect liability period free of cost)
BOQ
| Sl. No. | Item Description |
| 1 | HSR [10.17] [Through Rate] CEMENT CONCRETE FLOORING Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect |
| 2 | HSR [11.67.1] [Through Rate] INTERIOR FINISHING Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer |
| 3 | HSR [11.78][Through Rate] INTERIOR FINISHING Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. |
| 4 | HSR [17.4] [Through Rate] Clearing and Grubbing Road Land. Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications. |
| 5 | HSR[17.26.2] [Through Rate] Clearing and Grubbing Road Land. Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.Applied Note: 3. The through rates of road items are based on the bitumen from Panipat Refinary as on 15.04.2021.and rates of aggregates at the quaryy site. The through rates for each road work will be worked out based on the bitumen on that date and overall lead of quaryy materials from nearest quaryy from shortest route. |
| 6 | HSR [17.30.2][Through Rate] Clearing and Grubbing Road Land. Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II)Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5%by weight of total 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 complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.The through rates of road items are based on the rates of bitumen from Panipat Refinary as on 15.04.2021 and rates of aggregates at the quaryy site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quaryy materials from nearest quaryy from shortestroute. |
| 7 | HSR [17.31.2][Through Rate] Clearing and Grubbing Road Land. Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm 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 VG - 30 @ 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 complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. The through rates of road items are based on the rates of bitumen from Panipat Refinary as on 15.04.2021 and rates of aggregates at the quaryy site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quaryy materials from nearest quaryy from shortestroute. |
| 8 | HSR [17.45] [Through Rate] CEMENT CONCRETE PAVEMENTS Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed,over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixerwith a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. |
| 9 | HSR [17.52] [Through Rate] MAINTENANCE OF ROADS Patch work with Bituminous Macadam 50 to 75 mm thickness (grading II) Providing and laying bituminous macadam 80-100 mm thick with continuous type HMP 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4%transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specificationsGrading II (19 mm nominal size) Applied Note: 3. The through rates of road items are based on the bitumen from Panipat Refinary as on 15.04.2021.and rates of aggregates at the quaryy site. The through rates for each road work will be worked out based on the bitumen on that date and overall lead of quaryy materials from nearest quaryy from shortest route. |
| 10 | HSR [6.1.7] [Through Rate] A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 11 | HSR [34.1.1] [Through Rate] Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer |
| 12 | HSR [34.8.1] [Through Rate] Cautionary Sign Boards Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 |
| 13 | HSR [34.26] [Through Rate] Cautionary Sign Boards Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 14 | HSR [34.34][Through Rate] Cautionary Sign Boards Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lenscapable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280.The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. |
| 15 | HSR [34.37][Through Rate] Road Delineators Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement.In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. |
| 16 | HSR [6.31.1] [Through Rate] CENTRING AND SHUTTERING (FROM WORK) Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. 1. 12 mm dia. & 100 mm length |
AI Tender Summary
Tender Timeline
Sep 08, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 16, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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