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Tender Value
₹7.3 Cr
EMD Value
₹14.7 L
Closing Date
19 Sept 2026, 5:30 pm
E.E.N.H.DN.PEN
E.E.N.H.DN.PEN Near Private Highschool Pen 402 107.
Special Repairs at Km.75/984 (Shriram Bridge), Km 77/400 (Karjat ROB),MNB at Km. 3/656 ,Km.4/057 And Km.5/292 And Culverts of Patgaon-Khopoli- Wakan NH-548A in the State of Maharashtra during 2026-27
2026_MoRTH_923119_1
NIT No. 04/EENHD/PEN/1925 /2026-27 Date 19/08/2026
Open Tender
Civil Works
Item Rate
180 days
PEN
BHARAT KOSH TENDER FEE POWER OF ATTORNEY BID SECURITY GST REVERSE MECHANISM
8 documents required · 8 mandatory
₹10,000
BHAARATKOSH.GOV.IN
₹14.7 L
Yes
Superintending Engineer, National Highway Circle,
21 Aug 2026
21 Aug 2026
21 Sept 2026
21 Aug 2026
19 Sept 2026
21 Aug 2026
21 Aug 2026 - 11 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repairs of expansion joints by removing rich mix cement concrete including stacking the spoil as directed with all leads, lifts etc. complete.(use of equipments like air compressor is considered in the item) (Item No. 16.04) | 8.4 | Square Metre | - | - |
| 2 | Sealing of crack/porous concrete with Epoxy resin grout by injection through nipples complete as per clause 2804 of Technical Specification and as per approval of Engineer. (Item No. SDB Item no. 16.7) | 450 | Kilogram | - | - |
| 3 | Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 40mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 100 x 50 x 6mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30 x 30cm. as per detailed drawing, with 3 coats of approved of yellow and black paint including necessary excavation in any strata. (Item No. 7.08) | 1,080 | Running Metre | - | - |
| 4 | Providing and grouting the holes by Poly Ceramic Cementitious i.e NicGrout G 06 + 53 grade cement material of as per requirement to reduce the porosity of concrete/Masonry structure and to increase the strength of structure using grouting pipes, grouting m/c, mixer etc and all relevant safety with all leads and lifts, material, machinery, labour, etc. Complete as per specification and as directed by Engineer-in-Charge. (Item No. 47.02) | 1,000 | Kilogram | - | - |
| 5 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.44) | 286.8 | Cubic Metre | - | - |
| 6 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.30) | 10,289 | Square Metre | - | - |
| 7 | BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen, Excluding prime/tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.48) | 197.64 | Cubic Metre | - | - |
| 8 | Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings etc. complete (Item No. 8.20) | 148 | Running Metre | - | - |
| 9 | Providing uncoursed rubble trap/quartzite/gneiss stone masonary in cement mortar 1:5 for piers, abutments, wings, returns, head-walls, parapet etc. including bailing out of water, striking joints of the non exposed faces, pointing the exposed faces with cement mortar 1:3, scaffolding, watering to masonary and etc. complete. (Item No. 11.07) | 26.9 | Cubic Metre | - | - |
| 10 | Providing and applying epoxy paint primer with middle coat and top coat to superstructure including scaffolding etc complete. (Item No. 19.04) | 1,970.4 | Square Metre | - | - |
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