Tender For Repairs To Drain , Culverts,Small Arm Range At Omq & Mes Area At 25 Ed Af Stn Deolali Under Ge (Af) Ojhar.
Tender Value
30 Lakhs
Estimated cost
Bid Submission
10 Oct 2026
7 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nashik → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Drain , Culverts,Small Arm Range At Omq & Mes Area At 25 Ed Af Stn Deolali Under Ge (Af) Ojhar.
BOQ
| Sl. No. | Item Description |
| 1 | Taking down cement plaster of any description including racking out joints, hacking for key scrubbing down with water etc and removal of debris outside MoD land and depositing where directed. |
| 2 | Demolition of cement concrete (un-reinforced) in ground floor and paving not exceeding 15 cm thick above or below ground level and removal of entire debris as ordered outside MD land complete all as directed. |
| 3 | All same as per per item No 2 here-in-above but reinforced cement concrete do - |
| 4 | Demolition of brickwork , block masonry or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removal of debris as ordered outside MD land complete all as directed. |
| 5 | Dismantling floor, hearth or wall tiling inluding cement mortar bedding (but not backing), stacking serviceable tiles at site and removal of entire debris as ordered outside MD land complete all as directed. |
| 6 | M & L for PCC 1:4:8, type D2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed |
| 7 | M&L for cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed |
| 8 | M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed.Note :- Reinforcement shall be measured and paid for separately. |
| 9 | S & F for precast Steel Fibre Reinforced Concrete (SFRC) cover, Grade Designation HD-20, ISI marked and conforming to IS 12592:2002, of size 1200 mm × 600 mm with thickness as required at site, complete with edge protection using MS flat 75 mm × 5 mm, suitable for load-bearing capacity corresponding to wheel loads between 50 kN and 100 kN, including handles, lifting bars, all necessary fittings, fixtures, and accessories, complete all as directed by the Engineer-in-Charge |
| 10 | M&L for cement concrete (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement. Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately |
| 11 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc. |
| 12 | M&L for reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregate in foundation , footings , foundation beams , plinth beams , base of columns etc complete all as directed. |
| 13 | M&L for Brick work with well burnt best quality locally available bricks, old size bricks, straight or curved on plan to any radius built in any description in cement mortar 1:6 complete all as directed |
| 14 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:4 complete all as specified & as directed. |
| 15 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 20mm, lime or sand stone. |
| 16 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finished flat surfaces of concrete |
| 17 | S&F mild steel framed work as in grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors and similar work including welding conforming to Grade E-165 (Fe 290), complete, all as specified & directed |
| 18 | S&F 10 mm dia and over TMT bars cut to length bent to shape required cranking including bending , hooking ends etc and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 19 | All as per serial item No. 18 here-in-before but 6 to 8mm dia -do- |
| 20 | S &F ISI marked Steel Cover, Grade Designation HD-20 conforming to IS 12592:2002, of size 650 mm × 450 mm with thickness as required at site, complete with edge protection frame, suitable for load-bearing capacity corresponding to wheel loads between 50 kN and 100 kN, including handles, locking bar, all necessary fittings, fasteners, and accessories, complete all as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 21 | S &F ISI marked Steel Cover, Grade Designation HD-20 conforming to IS 12592:2002, of size 650 mm × 450 mm with thickness as required at site, complete with edge protection frame, suitable for load-bearing capacity corresponding to wheel loads between 50 kN and 100 kN, including handles, locking bar, all necessary fittings, fasteners, and accessories, complete all as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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