Tender For Provn Of Underground Bunker And Fibre Reinforced Polyment Hut At Uri Under Ge 969 Ews.
Tender Value
39.96 Lakhs
Estimated cost
Bid Submission
14 Nov 2026
12 days left
EMD
79920
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baramulla → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provn Of Underground Bunker And Fibre Reinforced Polyment Hut At Uri Under Ge 969 Ews.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Oct-2026 | REVISED BOQ | BOQ | 14-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and as directed. |
| 2 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed, complete all as specified and as directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed. |
| 4 | All as per Ser No 3 above but 1.5 m to 3 m deep, complete all as specified and as directed. |
| 5 | All as per Ser No 3 above but over 3 m deep, complete all as specified and as directed. |
| 6 | Cement concrete Type C2 1:3:6 (Using 40 mm graded aggregate) in foundations, filling and mass concrete, complete all as specified and as directed. |
| 7 | RCC Design Mix M-30 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. |
| 8 | RCC Design Mix M-30 as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. |
| 9 | RCC Design Mix M-30 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 as directed. |
| 10 | RCC Design Mix M-30 as in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed. |
| 11 | RCC Design Mix M-30 as in Columns, pillars, piers, posts and struts, complete all as specified and as directed. |
| 12 | 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, complete all as specified and as directed. |
| 13 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and as directed. |
| 14 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping), complete all as specified and as directed. |
| 15 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed. |
| 16 | S&F 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. |
| 17 | S&F for Mild steel TMT bars 5 to 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders 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. |
| 18 | Roof treatment to concrete surfaces by using EPDM sheet, complete all as specified and as directed. |
| 19 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base, complete all as specified and as directed. |
| 20 | 40 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate), complete all as specified and as directed. |
| 21 | M&L for rendering 10mm thick in CM 1:6 on fair faces of brick work or concrete surfaces, complete all as specified and as directed. |
| 22 | M&L for rendering 10mm thick in CM 1:4 on fair faces of brick work or concrete surfaces in ceiling, complete all as specified and as directed. |
| 23 | M&L for 03 coats of whitewash on newly plastered surfaces of wall incl preparation, complete all as specified and as directed. |
| 24 | M&L for 03 coats of whitewash on newly plastered surfaces of ceiling incl preparation, complete all as specified and as directed. |
| 25 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and as directed. |
| 26 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed, complete all as specified and as directed. |
| 27 | S&F Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors or fixed to walls, complete all as specified and as directed. |
| 28 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed. |
| 29 | S&F for Plates (plain or chequered) channels or MS Sheets, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, complete all as specified and as directed. |
| 30 | M&L for 100 mm thick cement concrete type C-2, 1:3:6 as in plinth protection, complete all as specified and as directed. |
| 31 | Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed. |
| 32 | Cost of misc items like water bars, missing details etc as per developed drgs, complete all as specified and as directed. |
| 33 | Design, supply and installation of pre-fabricated FRP shelter of internal size 484 Sq Ft including construction of RCC Plinth Wall alongwith RCC Columns on RCC Footings all M25 grade including complete internal electrification and plumbing and sanitary fixtures with 5 Years of Warranty all as directed by Engr-in-Charge Scope of work includes:1. Survey, Site Clearance, Layout & Setting Out, Complete RCC civil foundation alongwith RCC footings, RCC Columns and RCC plinth Beam over which Steel structure will stand, design will be submitted by agency and approved by Accepting Officer.(Soil Investigation undertaken will form the basis of the design)2. Fabrication and erection of galvanized steel frame, design will be submitted by agency and approved by Accepting Officer3. Supply and installation of insulated FRP wall and roof panels4. Vitrified tile flooring5. UPVC windows with glazing6. Complete electrical installation with internal wiring and earthing Internal Electrification (LED Lights, Fans, Wiring, Switches, DB, Earthing & Testing) 7. Transportation to site alongwith Labour and workmanship.8. Structural columns and beams. ISMB/boxed ISMC/built up sections/rolled tube sections shall be used with appropriate base plate and foundation bolts using where ever required as per design. Beams and all structural members shall be in MS/built up sections. (Relevant details shall be submitted as per design for approval by Accepting officer).10. Steel Frame Assembly: Erection of galvanized steel frame with bolted connections |
| 34 | 11. Electrical Wiring: 1.5mm² & 2.5mm² copper wires in concealed conduits 12. Water Supply Line: 20mm CPVC main line with isolation valve and junction box13. Wall Panels: FRP composite panels (12mm thickness), Panel Installation: Installation of FRP wall and roof panels with proper sealant joints14. Internal Dimensions: 22' × 22' (6.7m × 6.7m) 15. External Dimensions: 23.5' × 23.5' (7.16m × 7.16m) - including frame) 17. Wall Height: 2.5 meters (8.2 feet) from finished floor to wall plate 18. Light & high tensile strength - STRUCTURAL FRAMEWORK: Design, Fabrication, Supply& Installation of all internal, external walls and trusses shall be custom designed super structure using high tensile strength Framing System manufactured out of minimum 0.75MM to 0.95MM mm thick consist of Hi-tensile Pre -Galvanized steel coils with Zinc coating of 275GSM OR Galvalume AZ150 steel yield strength of 550MPa. The buildings will be design in accordance with the relevant Indian Code of Practice for civil works i.e. IS: 456, IS: 800, IS 801, IS: 875, IS: 1893-2002, IS: 4326-1976, IS-811 and IS -13920-1993, The structure will be designed for all possible combinations of gravity loads (dead and live loads), and lateral loads (earthquake load and wind loads) as per relevant IS codes - design criteria. required design reports will be submitted accordingly.20. Fasteners. Steel bolts, nuts and washers complying with relevant IS code or higher standards / international codes as applicable shall be used. |
| 35 | 21. Hot rolled steel. Hot rolled steel sections complying to IS: 2062 with minimum yield strength of 250 MPa shall be used.22. Base Plate at Foundation. Size and thickness of base plate shall be as per design requirement as submitted by the agency and after approval of the Accepting Officer.23. Foundation Boits. Size, length and numbers for foundation bolts shall be as per design requirement. All major connections will be of M16 Grade 8.8 Bolts with lock washers. Each foundation bolt will be provided with MS anchor plate of size 50mmx50mmx6mm with two Nos of suitable washers and nuts made of high tensile steel. Steel shall be used of make confirming to given Tender specification. All standard Expandable mechanical fastener shall be confirming to given IS specification.24. Material Warranty: 15 years from date of completion , Workmanship Warranty: 5 years from date of completion , Weather Resistance: Guaranteed against weathering, UV degradation25. Wind Load Resistance: Up to 120 km/h as per IS 875 (Part 3) with Thermal Insulation: K-value ≤ 0.04 W/mK27. Plinth Height: 600mm above ground level for drainage29. Exhaust Fan: 600mm exhaust fan for ventilation with ducting30. MCB Panel: Single-phase 4-way MCB distribution board31. Light Fixtures: 3 nos. LED panels (20W each) evenly distributed32. Wall Height: 2.5 meters (8.2 feet) from finished floor to wall plate33. Ridge Height: 3.2 meters (10.5 feet) above finished floor, Roof Sheet slope 1:2, |
| 36 | 34. OPENINGS LAYOUT Main Door: • Size: 1000mm W × 2100mm H (single leaf) Windows: • 2 nos. @ 1200mm W × 900mm H each Ventilation Vents: • 4 nos. louvered vents @ 300mm × 300mm 35. MATERIAL STANDARDS FRP Composite: • As per ASTM C1158 and ISO 3124 standards, FRP composite panels (12mm thickness) for walls and 15mm thick for roof• Density: ≥ 1.8 g/cm³ • UV stabilized for outdoor applications Galvanized Steel: • As per IS 1161 (Cold formed structural steel) • Grade A36 or equivalent • Minimum coating thickness: 70 microns36. TESTING & CERTIFICATION • Tensile strength test on FRP samples (minimum 3 samples per batch) • Galvanization coating thickness verification (Elcometer) • Structural load testing (25% design load) • Water tightness test at all joints and connectionsRates Based on Quotation received from M.T ENTERPRISES, Srinagar |
| 37 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and as directed. |
| 38 | Excavation in trenches n exc 1.5 mtr wide and not exc 1.50 mtr depth and getting out in soft/loose soil, complete all as specified and as directed. |
| 39 | PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in fdn of manholes etc complete all as specified and shown in drawings. |
| 40 | Brick work sub class 'B'' bricks (old size) strainght or curved on plan exc 6 m mean radius built in cm (1:4) as in manholes etc, complete all as specified and as directed. |
| 41 | PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface chanels and drains of manholes etc, complete all as specified and as directed. |
| 42 | 150 mm bore (internal dia) Reinforced Concrete pipes, class NP-3 laid in trenches and jointed on concrete bed to required slope jointed and plasted, (concrete bed cell be measure and paid separately), complete all as specified and as directed. |
| 43 | PCC 1:3:6 type D-2 using 40 mm crushed graded stone agg as in bed to drain pipes,150 mm bore including packing under hunchng against the sides of pipe after they are laid and tested, complete all as specified and as directed. |
| 44 | PCC (1:2:4) type B-1 using 20 mm graded stone aggregate in bed plates bends coping benching etc including slighting mouled or chamferred edges, complete all as specified and as directed. |
| 45 | Extra for forming fair finished to drain or channels up to 30 cm inner girth in cement concrete using extra cement including necessary forms/moulds etc, complete all as specified and as directed. |
| 46 | 15 mm thick cement plaster in CM 1:4 on brick or concrete surfaces mixed with water proofing compound as per manutrs instructions surfaces finished even and smooth without using extra cement, complete all as specified and as directed. |
| 47 | Supply only water proofing compound , complete all as specified and as directed. |
| 48 | Pre cast RCC 1:2:4 tpe B-1 using 20 mm graded stone aggregate as in manholes cover set in CM 1:6 including necessary form work complete all as specified and shown on drawings. (Reinforcement and MS handle shall be measured paid for separately) |
| 49 | TMT bars 10 mm dia and over bent to shape including cranking bending spirally, hooping and binding with mild steel (Annealed ) wire not less than 0.9 mm dia, complete all as specified and as directed. |
| 50 | Removing surplus & soil to a distance n exn 50 mtr & depositing where directed by engineer - in charge at a level n exc 1.5 mtr above the starting point, complete all as specified and as directed. |
| 51 | Construction of LLDPE septic tank with upflow filter including media designed to carry sewage and sludge water for 10 users complete all as specified and shown on drawings. |
| 52 | Construction of Soakage well 1.8m internal dia and 3.0 m effective depth complete all as specified and shown on drawings. |
| 53 | Excavation in trenches n exc. 1.5m wide and n exc. 1.5m deep and getting out in Hard/dense soil, complete all as specified and as directed. |
| 54 | M&L for PCC 1:3:6 Type C-2 (using 40mm graded Agg) as in foundations, filling and mass concrete, complete all as specified and as directed. |
| 55 | M&L for cement concrete type B2 (1:2:4) using 40mm crushed stone aggregate in surface channels and drains, complete all as specified and as directed. |
| 56 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends etc, complete all as specified and as directed. |
| 57 | Removal of excavated material (soil) 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. |
| 58 | M&L for Point wiring using proper colour coding complete with 1100 Volts grade 1.5 Sq.mm, single core, PVC insulated,unsheathed cable with multistranded copper conductor with ISI mark FRLS grade, conforming to IS-694 in and including PVC medium grade conduit not less than 25mm dia. ISI marked with all accessories concealed in wall/ceiling/ floor /roof etc, sunk pressed steel/GI terminals boxes having 1.6 mm thick suitable for housing of modular type switches/sockets/fan regulators, including 1.5 Sq.mm PVC insulated, unsheathed, multistranded copper conductor, FRLS 1100 volts grade (green colour) as earth wire, connected to common earth dolly for:- |
| 59 | (a) One light point/fan point/Ex fan point/bell point controlled by one 5 Amps switch one way |
| 60 | (b) One 3 pin 5 Amp switch socket outlet on Independent board with accessories |
| 61 | (c) One 3 pin 5 Amp switch socket outlet on same board with accessories |
| 62 | M&L for Point wiring using proper colour coding complete with 1100 Volts grade 2.5 Sq.mm, single core, PVC insulated, unsheathed cable with multistranded copper conductor with ISI mark FRLS grade, conforming to IS-694 in and including PVCmedium grade conduit not less than 25mm dia. ISI marked with all accessories concealed in wall/ceiling/ floor /roof etc,with sunk pressed steel/GI terminals boxes having 1.6 mm thick suitable for housing of modular type switches/sockets/fan regulators, including 2.5 Sq.mm PVC insulated, unsheathed, multistranded copper conductor, FRLS 1100 volts grade (green colour) as earth wire, connected to common earth dolly for switch socket combination, 3 pin, 15 Amps on independent board,complete all as specified and as directed. |
| 63 | S&F switch piano Flush type, single pole, one way 6 amp 240 volts, complete all as specified and as directed. |
| 64 | S&F switch piano Flush type, single pole, 15 amp 240 volts, complete all as specified and as directed |
| 65 | S&F Socket outlet 2 in 1, 3 pin, 5 Amps, flush type complete with gang box, complete all as specified and as directed. |
| 66 | S&F Socket outlet 2 in 1, 3 pin, 5 and 15 Amps, flush type complete with gang box, complete all as specified and as directed. |
| 67 | S&F Switch Socket Combinationt 2 in 1, 3 pin, 6 Amps, flush type complete with gang box, complete all as specified and as directed. |
| 68 | S&F ceiling rose surface 3 terminals/Pvc/Polycarbonate, isolated body, complete all as specified and as directed. |
| 69 | S&F in repairs Distribution Board, SPN 8 Way, Double door, complete all as specified and as directed. |
| 70 | S & F in repairs MCB,DP 40 Amps 240 Volts B curve, complete all as specified and as directed. |
| 71 | S & F MCB Single pole 6-32A Amps 240 Volts B Curve, complete all as specified and as directed. |
| 72 | S&F LED lights fitting 1x20W, 220 AC decorative box type with driver holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and as directed. |
| 73 | Supply and laying XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 Sqmm 2 Core, complete all as specified and as directed. |
| 74 | Supply and fix buillding security light LED fitting 35 Watt 230V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with- 25 Nos IP 65/66 protection, complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 14, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysNov 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysTender Documents
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