Tender For Rehabilitation And Upgradation Of End Of Ahmednagar Bypass To Kharwandi Kasar (Pathardi) Nh.61 From Km. 232.00 To 284.00 In State Of Maharashtra Epc Mode Under Nhdp - Iv (Repairs To Structures And Reinforced Cement Concrete Drain).
Tender Value
65 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
6 days left
EMD
65000
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nashik → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation And Upgradation Of End Of Ahmednagar Bypass To Kharwandi Kasar (Pathardi) Nh.61 From Km. 232.00 To 284.00 In State Of Maharashtra Epc Mode Under Nhdp - Iv (Repairs To Structures And Reinforced Cement Concrete Drain).
BOQ
| Sl. No. | Item Description |
| 1 | Item No. 1 :- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm., removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metre including removal and disposal of top organic soil not exceeding 150 mm. in thickness. |
| 2 | Item No. 2 :- Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 3 | Item No. 3 :- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m. and spreading for embankment or stacking as directed. |
| 4 | Item No. 4 :- Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete. |
| 5 | Item No. 5 :- Providing railing of M.S. angle post 2 m. c/c of section 75 x 75 x 10 mm. or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30 cm. including hold fast of 25 mm. diameter M.S. bar welded at the bottom and concreting of 1:3:6 of size 30 x 30 x 30 cm. with three rows of 40 mm. B class GI pipe provided at 30 cm. on c/c including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 6 | Item No. 6 :- Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings etc. complete. |
| 7 | Item No. 7 :-Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommended by manufacturer. Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface. It shall be weather resistant and show colour fastness. It shall be new and unused and shall show no evidence of cracking, scaling, pitting, blasting, edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete.(Guidance on the recommended application of each class of tape may be taken from IRC-67). |
| 8 | Item No. 8 :- Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 millimetre thick including Reflectorizing glass beads @ 250 grams per sqm area, thickness of 2.5 millimetre is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes complete. |
| 9 | Item No.9 :-Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Square centimetre on top slots and 35 Square centimetre on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted mild steel of minimum thickness 1.0 millimetre and core-shell structure shall be of height not less than 800 millimetre above the ground and width not less than 80 millimetre The metallic core of the delineator shall extend 300 millimetre beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600 J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values. |
| 10 | Item No.10 :- Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80x100 millimetre rectangular or 75 millimetre dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings. |
| 11 | Item No.11:-White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete. |
| 12 | Item No. 12 :- Repairing of honey combed or spilling area by chipping out the damaged spelled or honey combed portion of concrete up to rusted rears, cleaning of all rust, scale and loose materials, scaffolding, compressed air machinery etc. complete.(item includes use of air compressor, chipping machine and scaffolding for height 8 to 10 meter). |
| 13 | Item No. 13 :- Providing and fixing Road junction / Information sign board of size 1.20 x 0.90 metre prepared on 16 gauge mild steel sheet with angle iron frame of size 35 x 35 x 5 millimetre with cross bracing of size 35 x 35 x 5 millimetre including painting with one coat of zinc chromate stoving primer and two coats each of green/ white back ground and back side gray stove enameled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 65 x 65x 6 millimetre of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre with 4 number high strength galvanised iron bolts and nuts of size 10 millimetre dia. and 20 millimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M.20 cement concrete of 60 x 60 x 75 centimetre size as directed by Engineer-in- charge etc. complete. mild steel sheet with Engineering grade. |
| 14 | Item No.14 :- Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 millimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 millimetre spaced 2 m center to center, 1.8 m. high, 1.1 m. below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 millimetre, 330 millimetre long complete as per clause 810). |
| 15 | Item No.15 :- Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete.(by stone/boulder). |
| 16 | Item No. 16 :- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.(By Mechanical Means). |
| 17 | Item No.17 :- Providing and laying in PCC M.15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete. with fine aggregates of required specifications (VSI sand finely washed etc.) |
| 18 | Item No.18 :-Providing cast in situ / ready mix M.20 grade C.C. for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete.(with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 19 | Item No.19 :-Providing and cutting bending, hooking, laying in position and tying HCRM/ CRS for reinforcement as per detailed drawings for R.C.C. work Note : Where item no 34(c) considered in estimate, Anti Corrosive Treatment Shall not be considered additionally. HCRM : High Corrosion Resistance Marine. CRS : Corrosion Resistance Steel |
| 20 | Item No.20 :-Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material). |
| 21 | Item No.21:- Royalty charges for various materials. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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