Tender For Repairs To Rigid Roads And Pavement In The Area Of Age B/R -Ii Under Ge (N) Ahmednagar
Tender Value
95 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
18 days left
EMD
1.68 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmednagar → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Rigid Roads And Pavement In The Area Of Age B/R -Ii Under Ge (N) Ahmednagar
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement Concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified. |
| 2 | Demolition of Stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified. |
| 3 | Earth work in excavation in any kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m complete all as specified and directed. |
| 4 | M&L for providing 75mm thick PCC 1:4:8, type D2 using 40mm graded stone aggregate as in sub base complete all as specified and directed. |
| 5 | M&L for providing 100 mm thick Cement concrete in sub base of floors in PCC 1:4:8, type D2, using 40mm graded stone aggregate complete all as directed. |
| 6 | M&L for 150 mm thick Pavement quality concrete (PQC) of minimum 28 days field Flexural strength of 39.10 Kg/ Sqcm, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 320 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1 .39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 °C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted by Mechanical means including curing and tining by Texturing and required surface texturing to be done as specified in Clause -10.1.14 and Tabl~ 9 of IRC' 15-2017 complete all as specified and directed. |
| 7 | M&L for 150 mm thick Cement concrete in base of floors type B- 2, PCC 1:2:4 (40mm graded aggregate) complete all as specified and directed. |
| 8 | Material and labour for 60 mm thick, factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, complete all as specified and directed. |
| 9 | Material and labour for 80 mm thick, factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, complete all as specified and directed. |
| 10 | Forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 150 mm thick slab complete all as specified and directed. |
| 11 | Forming Contraction (Dummy) joints 50mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and directed. |
| 12 | Forming Construction joint 35mm deep x 10mm wide filled with sealing compound complete all as specified and directed. |
| 13 | Demolition of Reinforced Cement Concrete of any description and in any position complete all as specified and as directed by Engr-in-Charge |
| 14 | M & L for plain Cement concrete (1:4:8), type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge |
| 15 | M & L for RCC (design Mix) M-25 (using 20 mm Aggregate) for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 16 | M & L for RCC (design Mix) M-25 (using 20 mm Aggregate) for Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 17 | M&L fpr RCC (design Mix) M-25 (using 20 mm Aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 18 | M&L for Mild Steel TMT bars (Fe 500D) 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including annealed MS wire not less than 0.90 mm dia as required and as directed by Engineer-in charge. |
| 19 | M&L for Mild Steel TMT bars (Fe 500) 6 to 8 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including MS wire (annealed) not less than 0.90 mm dia as in stirrups spaces, binders and nibs etc. complete. |
| 20 | Formwork to sides of concrete foundations, footings, bases of columns, raft beam plinth beam flat rough finished surfaces of concrete etc complete all as specified and directed |
| 21 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. |
| 22 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 23 | S&F in repair of 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 24 | S&F in repair of 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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