Tender For Provn Of 01 X Toilet Cum Bathroom For Duty Offr Room Against Job No 21/Rev/Vf/2026-27, Provn Of Gents And Ladies Toilet Block For Computer Lab Against Job No 25/Rev/Vf/2026-27 And Provn Of 02 X Toilet For Offrs Area Against Job No 24/Rev/V
Tender Value
28.39 Lakhs
Estimated cost
Bid Submission
07 Dec 2026
22 days left
EMD
56800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of 01 X Toilet Cum Bathroom For Duty Offr Room Against Job No 21/Rev/Vf/2026-27, Provn Of Gents And Ladies Toilet Block For Computer Lab Against Job No 25/Rev/Vf/2026-27 And Provn Of 02 X Toilet For Offrs Area Against Job No 24/Rev/Vf/2026-27 At Vf Awantipur Grn Under Ge 861 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Soft/ loose complete all as specified and as directed by Engineer-in- charge. |
| 3 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard/ Dense complete all as specified and as directed by Engineer-in- charge. |
| 4 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 5 | Material & Labour for 100mm thick PCC 1:4:8 , Type - C2, using 40mm graded stone aggregates as in subbase of flooring complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material & Labour for 75mm thick cement concrete 1:3:6 , Type - C2, using 40mm graded stone aggregates as in plinth protection finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in 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 as directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. |
| 8 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. |
| 9 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. |
| 10 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Chajjas complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. |
| 11 | Material & Labour for 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 on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Material & Labour Formwork to chullah hoods, chajjas, troughs and similar items including edges on flat rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material & Labour 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 and as directed by Engineer-in-Charge. |
| 16 | Material & Labour for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, 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 and as directed by Engineer-in-Charge. |
| 17 | Material & Labour for Mild steel TMT bars 6mm to 8mm dia , 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 and as directed by Engineer-in-Charge. |
| 18 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 19 | Material & Labour for Brickwork straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 20 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 21 | Material and labour for Rendering 15mm thick in Cement Mortar 1:4 using liquid waterproofing compound as per manufacturer instruction on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 22 | Material and labour for Rendering 15mm thick in Cement Mortar 1:6 fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 23 | Material and labour for Rendering 10mm thick in Cement Mortar 1:4 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 24 | Material and labour for Rendering 10mm thick in Cement Mortar 1:6 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 25 | Supply only Liquid Water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 26 | Supply & Fixing Mild steel work as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 290 -W (Gde- E- 165) quality-A including distance pieces, cleats etc. complete all as speicied and as directed by Engineer in charge. |
| 27 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 28 | Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 29 | Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysDec 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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