Tender For Addn/Altn To Boundary Wall With (Rcc) Retaining Wall And Stone Pitching Rear Side Primary Wing Kendriya Vidyalaya No 1 Under Ge (North) Udh Ur
Tender Value
90.50 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
16 days left
EMD
1.61 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
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Addn/Altn To Boundary Wall With (Rcc) Retaining Wall And Stone Pitching Rear Side Primary Wing Kendriya Vidyalaya No 1 Under Ge (North) Udh Ur
BOQ
| Sl. No. | Item Description |
| 1 | BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: COMMANDER WORKS ENGINEER, UDHAMPUR Name of Work: ADDN/ALTN TO BOUNDARY WALL WITH (RCC) RETAINING WALL AND STONE PITCHING REAR SIDE PRIMARY WING KENDRIYA VIDYALAYA NO 1 UNDER GE (NORTH) UDHAMPUR Contract No: CWE/U(N)-47 /2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed. |
| 3 | Demolition of cement concrete reinforced of any description and in any position not otherwise specially provided for complete all as specified and directed. |
| 4 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. |
| 5 | Dismantling fencing wire mesh including removing from site all as specificed. |
| 6 | Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed. |
| 7 | Excavation in trenches not exc 1.5 mtr wide and not exc. 1.5 mtr in depth, for foundation etc. not exc 10 sqm on plan and and getting out in any type of soil complete all as specified. |
| 8 | Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 9 | Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) 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. |
| 10 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed. |
| 11 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. |
| 12 | Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in walls, basement walls, retaining walls ballast walls and the like any thickness, above top of footings, including attached pillasters and buttresses, complete all as specified and as directed. |
| 13 | Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. |
| 14 | 110 mm dia PVC (SWR) pipes single socket in any length as in weepholes of retaining wall all as specified and directed. |
| 15 | 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 including rough finished flat surfaces of concrete, complete all as specified and as directed. |
| 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 fair finished flat surfaces of concrete complete all as specified and directed. |
| 17 | TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed. |
| 18 | Forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' on 250 mm thick pcc flooring and complete all as spd and as directed. |
| 19 | Boulder filling dry, handpacked tightly, as in wire crate apron, bunds complete all as specified and directed.Note: Wire crate shall be measured and paid for seperatly. |
| 20 | 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling, complete all as specified and as directed. |
| 21 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 22 | Excavating over area, exc 1.5 m but not exc 3.0 m depth; for foundation etc and getting out in any type of soil complete all as specified and as directed. |
| 23 | TMT mild steel bars, 6mm to 8mm dia, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) complete all as specified and as directed. |
| 24 | 10mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and as directed. |
| 25 | Preparation of new plastered surfaces of wall or concrete surfaces and applying two coats of cement base paint complete, complete all as specified and as directed. |
| 26 | Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in coping, benching and similar work etc including necessary form work complete all as specified and as directed. |
| 27 | Mild steel work such as angle iron post, flat iron in fencing including cutting as making double swan neck i.e \\"Y\\" shaped including weilding with proper overlapping & weilding MS plate with angle iron bottom as directed drilling holes notching for wire etc embedded in concrete fixed vertically conforming to Fe290grade E-165 complete all as specified and as directed.. |
| 28 | Preparation of new steel and iron surfaces of any discription over 10 cms width or girth not otherwise discribed and applying two coats of synthetic enamel paint over a coat of red oxide zincchrome primer complete, complete all as specified and as directed. |
| 29 | Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2.00 mm dia barbs at 75 mm spacing, straining and fixing to any standard rails and straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc all as specified. (Each line of wire to be measured) |
| 30 | Concentina coil punched type (including spike and handle) with 50/51 turns and dia 450/600mm, having a 2.6mm dia core wire of high carbon spring steel of high tensile strength. The punched tape and core wore are electro galvanized to provide protection againist out door exposure. The puched tape is mechanically crimped ove the cover wire and then formed into a coil at avariouys parts of the periphery of the coil steel clips connect the individual turns of the coil to each other so that it open up like an accordion. the weigth of each coil will be 9 Kgs (+/-5%) without packing material and coil length wound with bituminious hession cloth of providing protctive coatings, complete all as specified and directed. Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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