Tender For special Repair To Bldg No 1162 (Washerman Shop) Of Fd Regt, Provn Of Security Grills To Md Offrs Accn, Hardstanding With Interlocking Tiles And 5 Ft High Chain Link Fencing, And Toilet Block For Offrs Near Hq Arty Div At Mil Stn Alwar
Tender Value
30.89 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
13 days left
EMD
62000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Alwar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Bldg No 1162 (Washerman Shop) Of Fd Regt, Provn Of Security Grills To Md Offrs Accn, Hardstanding With Interlocking Tiles And 5 Ft High Chain Link Fencing, And Toilet Block For Offrs Near Hq Arty Div At Mil Stn Alwar
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches not exceeding 1.50 m in width and not exceeding 1.50 m in depth for foundations, manholes etc, as well as not exceeding 10 sqm on plan area, and getting out in soft/loose soil, complete all as specified and directed. |
| 2 | Returning, filling in including spreading, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed. |
| 3 | Removal of surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed. |
| 4 | M&L for plain cement concrete 1:4:8, Type D-2, using 40 mm graded crushed stone aggregate in foundations, filling and mass concrete, complete all as specified and directed. |
| 5 | M&L brickwork with fly ash bricks conforming to IS 13757 (1993), burnt clay fly ash building bricks of old size, laid straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6, complete all as specified and directed. |
| 6 | M&L for half-brick thick brickwork with fly ash bricks conforming to IS 13757, straight or curved on plan to any radius, built in cement mortar 1:4, complete all as specified and directed. |
| 7 | M&L for reinforced cement concrete work (nominal mix), Type B-1, in proportion 1:2:4, using 20 mm graded stone aggregate, in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. |
| 8 | M&L for reinforced cement concrete work in columns, using nominal mix Type B-1 in proportion 1:2:4 with 20 mm graded stone aggregate, all as per item No. 7 hereinbefore, but executed in columns, complete all as specified and directed. |
| 9 | M&L for reinforced cement concrete work in roofs, floors, shelves and slabs supported on walls, beams and columns in floors, using nominal mix Type B-1 in proportion 1:2:4 with 20 mm graded stone aggregate, all as per item No. 7 hereinbefore, but executed in the aforesaid structural members, complete all as specified and directed. |
| 10 | M&L for reinforced cement concrete work in chajjas, using nominal mix Type B-1 in proportion 1:2:4 with 20 mm graded stone aggregate, all as per item No. 7 hereinbefore, but executed in chajjas, complete all as specified and directed. |
| 11 | M&L for reinforced cement concrete work in lintels, beams, plinth beams etc, using nominal mix Type B-1 in proportion 1:2:4 with 20 mm graded stone aggregate, all as per item No. 7 hereinbefore, but executed in the aforesaid structural members, complete all as specified and directed. |
| 12 | S&F TMT reinforcement bars 10 mm dia and above, cut to required lengths and bent to prescribed shapes, including cranking, hooks at ends and binding with annealed mild steel binding wire not less than 0.9 mm dia, complete all as specified and directed. |
| 13 | S&F mild steel deformed reinforcement bars 6 mm to 8 mm dia, cut to required lengths and bent to prescribed shapes, including cranking and binding with annealed mild steel binding wire not less than 0.90 mm dia, complete all as specified and directed. |
| 14 | S&F mild steel deformed reinforcement bars 5 mm dia and above up to and including 10 mm dia, for stirrups, spacers and binders, cut to required lengths and bent to prescribed shapes, including binding with annealed mild steel binding wire not less than 0.90 mm dia, all as per item No. 13 hereinbefore, complete all as specified and directed. |
| 15 | M&L for formwork to soffits of suspended slabs, including roof slabs, to provide rough-finished concrete surfaces, including necessary supports, props, staging, bracing, wedges and removal after the concrete has attained sufficient strength, complete all as specified and directed. |
| 16 | M&L for formwork to chajjas to provide rough-finished concrete surfaces, including necessary supports, props, staging, bracing, wedges and removal after the concrete has attained sufficient strength, complete all as specified and directed. |
| 17 | M&L for formwork to sides and soffits of roof beams etc, to provide rough-finished concrete surfaces, including necessary supports, props, staging, bracing, wedges and removal after the concrete has attained sufficient strength, complete all as specified and directed. |
| 18 | M&L for flat formwork, rough-finished, to sides of concrete foundations, footings, column bases, rafts and raft beams, sides and soffits, if any, of foundation beams and plinth beams and similar works, vertical or to batter, including all necessary supports, bracing and removal after the concrete has attained sufficient strength, complete all as specified and directed. |
| 19 | M&L for flat formwork, rough-finished, to sides of concrete pillars, posts, struts, piers, columns and stanchions having square, rectangular or polygonal cross-sections, including all necessary supports, bracing and removal after the concrete has attained sufficient strength, complete all as specified and directed. |
| 20 | M&L for formwork to sides of slabs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work exceeding 10 cm but not exceeding 20 cm in width, for fair-finished concrete surfaces, including all necessary supports, bracing and removal after the concrete has attained sufficient strength, complete all as specified and directed. |
| 21 | M&L for rendering in cement mortar 1:6, 10 mm thick, on brickwork or concrete surfaces of fair faces, finished even and smooth, complete all as specified and directed. Please Enable Macros to View BoQ information |
| 22 | M&L for rendering in cement mortar 1:6, 10 mm thick, on brickwork or concrete surfaces of fair faces, finished even and smooth, complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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