Tender For Provn Of Stp (Packet Type) For Rajesh Adhikari Officers Mess And Student Officers Accn At Mac Gp, Mic&S Under Ge(S) Ahilyanagar
Tender Value
41 Lakhs
Estimated cost
Bid Submission
06 Aug 2026
19 days left
EMD
82000
Bank guarantee accepted
Document Fee
500
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 Provn Of Stp (Packet Type) For Rajesh Adhikari Officers Mess And Student Officers Accn At Mac Gp, Mic&S Under Ge(S) Ahilyanagar
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Surface excavation n. exc 30 Cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed. |
| 2 | Removal excavated soil exc 250m but not exc 500m and depositng where directed at a level not exc 1.5m above the starting point complete all as specified and as directed. |
| 3 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/manually, 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 in depth, including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m all as specified and as directed. |
| 4 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as specified and as directed. |
| 5 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/manually, 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 exceeding 1.5 m but not exc 3m in depth , including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m all as specified and as directed |
| 6 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed. |
| 7 | Filling under floors including spreading, levelling, ramming and watering in layers not exc.25 cm thick complete all as specified and as directed. |
| 8 | M&L for moorum filling in floors or paving, laid in layers not exc 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed. |
| 9 | M&L for hardcore of gauge exc 63 mm nut not exec 100 mm size of broken stone or boulder, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 10 | M&L for 75 mm thick plain cement concrete, 1:4:8 type D2, using 40 mm graded stone aggregate as in sub base complete all as specified and as directed. |
| 11 | M/L for Damp proof course to horizontal or vertical surface including necessary formwork of 20 mm thick in PCC (1:2:4) type B-0 using 12.5 mm graded crushed stone aggregate mixed with integral water proofing compound conforming to IS-2645 complete all as specified and as directed. |
| 12 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete complete all as specified and as directed. |
| 13 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions squre, rectangular or polygonal for rough finished surfaces of concrete complete all as specified and as directed. |
| 14 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams,etc for rough finished surfaces of concrete complete all as specified and as directed. |
| 15 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exc 200mm thick (Horizontal or sloping) for rough finished surfaces of concrete complete all as specified and as directed. |
| 16 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in foundations including rafts, footings, foundation beams; plinth beams; bases for columns, etc complete all as speified. |
| 17 | M&L for reinforced cement concrete, M-25 design mix (20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed |
| 18 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in beams, cantilevers, bressummer lintel over 1.5m span complete all as specified and as directed |
| 19 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in 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. |
| 20 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified as directed. |
| 21 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10mm dia, in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 22 | M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed. |
| 23 | M&L for brick work with fly ash ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed. |
| 24 | M&L for brick work with old size fly ash bricks, as in half brick thick walls straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed. |
| 25 | M&L for rendering 10mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished surfaces even & smooth without using extra cement complete all as specified and as directed. |
| 26 | M&L for rendering 15mm thick in cement mortar 1:4 on other than fair faces of brick work or concrete surfaces (external wall) in two layers, first layer 10mm thick and second layer 5mm thick mixed with WPC as per manufacturer's instructions finished even & fair complete all as specified and as directed. |
| 27 | M&L for rendering 5mm thick on ceiling surfaces in cement mortar 1:3 on fair faces of concrete surfaces including finishing even & smooth without using extra cement all as specified and as directed. |
| 28 | M&L for water proofing treatment to RCC roof slab, including parapet comprising with the following courses of treatment/specification from bottom to top:-(i) Surface roughening concrete slab by picking, sweeping clean and washing down with water to remove dust etc and applying cement slurry @3kg/Sqm.(ii) Screed bed or bedding layer of 10 mm thick cement mortar 1:4 with mixing of WPC as per manufacturers instructions and surface finished even and smooth without using extra cement after applying a coat of cement slurry @ 3kg/sqm. (iii) Cleaning of plastered roof surface and applying one coat of cold bituminous primer @ 0.30 ltr /Sqm conforming to IS:3384-1986. Please Enable Macros to View BoQ information |
| 29 | M&L for water proofing treatment to RCC roof slab, including parapet comprising with the following courses of treatment/specification from bottom to top:-(i) Surface roughening concrete slab by picking, sweeping clean and washing down with water to remove dust etc and applying cement slurry @3kg/Sqm.(ii) Screed bed or bedding layer of 10 mm thick cement mortar 1:4 with mixing of WPC as per manufacturers instructions and surface finished even and smooth without using extra cement after applying a coat of cement slurry @ 3kg/sqm. (iii) Cleaning of plastered roof surface and applying one coat of cold bituminous primer @ 0.30 ltr /Sqm conforming to IS:3384-1986. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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