Tender For Provn Of Storage Room At 9 Rajput And Special Repair To Bldg No T-54 & T-52 At 427 At Tezu Under Ge (P) Lohitpur
Tender Value
28 Lakhs
Estimated cost
Bid Submission
02 Jul 2026
1 days left
EMD
56000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lohit → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Storage Room At 9 Rajput And Special Repair To Bldg No T-54 & T-52 At 427 At Tezu Under Ge (P) Lohitpur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jun-2026 | Critical Date | Date | 02-Jul-2026 |
| 2 | 15-Jun-2026 | Revised BOQ | BOQ | 02-Jul-2026 |
| 3 | 15-Jun-2026 | Revised BOQ | BOQ | 25-Jun-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed |
| 2 | Dismantling of Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified and directed |
| 3 | Dismantling structural steel work including doors, gates and Window but excluding framed truss etc.complete all as specified and directed |
| 4 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed |
| 5 | M&L for old size sub Class B bricks, straight or curved on plan exc 6 m mean radius built in cement mortar ( 1:6) having compressive strenght not less than 75 kg/Sq cm all as specified and directed. |
| 6 | Material and labour for 10 mm thick rendering in cement mortar (1:6) on fair face of brick or concrete surface finished even and fair all as specified. |
| 7 | M&L Applying two coats of Oil bound distember to newly plastered/previously untreated wall over a coat of 1 mm layer wall care putty over a coat of primer including preparation of newly platsered wall all as specefied and directed. |
| 8 | M & L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing (Grade A )Compound complete all as specified and directed. |
| 9 | M & L providing, cement concrete1:2:4 type B1(20mm graded aggregate) as in lintels upto 1.5m Clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed. |
| 10 | M & L Mild steel barsTMT Bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending,mspirally for hooping for columns, hooking ends and binding with and includingmild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 11 | Ditto, TMT Bar but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 12 | M & L 25 mm thick cement concrete1:2:4, type B-0, (12.5mm graded crushed stone aggregate) as in floor complete all as specified and directed. |
| 13 | M&L for Non - skid Ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the existing surface including 15 mm thick screed bed in cement mortar 1:4 to complete all as specified and directed. |
| 14 | M&L for Non - skid Ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in skirting / dado and jointed in neat cement slurry and pointed in white or coloured cement to match the existing surface including 10 mm thick backing coat in cement mortar 1:4 to complete all as specified and directed. |
| 15 | M & L 75 mm thick cement concrete 1:3:6, type C- 2 (40mm graded crushed stone aggregate) as in plinth protection including necessary formwork complete all as specified and directed. |
| 16 | M &L for Non asbestos fibre cement building boards 4 mm thick of size 600mm x 600mm fixed orlaid/ inserted to timber/ GI/ Aluminium frameworkwith screw complete all as specified and directed. |
| 17 | S&f Anodised aluminium snap grid frame work for false ceiling all as specified Size of grid 605 x 605mm for celling with Gl frame work for seamless ceiling comprising of G l perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to entre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners wit mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre complete all as specified and directed. |
| 18 | Supply and fixed Pressed steel frames of size 165 x 60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as specified and as specifed. |
| 19 | S&F Anodised aluminium frame (Two/three track) for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified |
| 20 | S&F Anodised aluminium window and ventilator shutters, sliding type (3 track) without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, etc.complete all as specified. |
| 21 | S& F 4.0 mm thick sheet glass ordinary/tinted quality and glazing with oil putty in squares exc 0.5 sq. m in each pane in squares. |
| 22 | Supply and fix, 30 mm thick, flush shutters, solid core construction, with particle board core and ply wood face panels commercial type on both sides all as specified and directed |
| 23 | S&F 35 mm thick 2nd class hard wood Glazed and skelton shutter(minimum three panel) open rebated and prepared to receive glass, gauze etc edges of the framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of members as specified all as specified and directed |
| 24 | S&F Stainless steel wire cloth.0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples |
| 25 | S & F Butt hinges, medium weight, cold rolled mildsteel 100 mm, and fixed complete all as specified and directed. |
| 26 | S & F 150 mm Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed. |
| 27 | S & F 300 mm aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixedcomplete all as specified and directed. |
| 28 | S & F Mild steel 300mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed. |
| 29 | M & L for 15 mm thick Rendering in cement mortar 1:4 on other than fair faces of brickwork or concrete surface finish even and smooth without using extra cement complete all as specified and as directed. |
| 30 | M&L for two coat of synthetic enamel paint over a coat of Pink Primer, including prepration of new or untreated wooden surface over 10 cm width complete all as specified and directed. |
| 31 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 32 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 33 | Material and labour except sheeting (Re-fixing only) galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 34 | Material and labour for mild Steel conforming to I.S. 1161-1979 grade Fe 410 w (grade E 250) quality 'B' work in roof trusses(framed), trussed, purlins,crane gantries, rails and fastenings and heavy bracket framing(beam tee, angle channelor flat section) including distance pieces cleats etc. complete all as specified and directed. |
| 35 | Fabrication/erection and fixing only for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161 1979 grade St.-240 complete all as specified and directed by Engr-in-charge. |
| 36 | S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe- 290 (Gde E-165) complete all as specified and as directed. |
| 37 | S & F mild steel bolts exc 20 & n, exc 25mm dia, purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long |
| 38 | S&F rolled mild steel as in main and cross beams, hips and jack rafters, purlins where connected to commen rafters and running rails and similar works fixed with angle cleat or other connecting plates |
| 39 | Material and labour for cement concrete 1:4:8, Type D-2 (40 mm graded crushed stone aggregate) in foundations, filling and mass concrete complete all as specifiefd and as directed. |
| 40 | Material and labour for cement concrete type 1:2:4 B0 (using 12.5mm graded aggregate) in copings, haunching water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 41 | Supply and fixed fancy type drapery rods with brackets 20-25mm bore cut to length as required of colour as selected approved by Engr-in -Charge. |
| 42 | S & F hand rails, half ruond or other stock section or core for woodenhand rail starigt portion drilled and countersunk for balusters running bars for door balusters nosing to steps inculuding embeding in concrete and screwing etc. Wind ties (FI 40X5mm) for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets(for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.' and similar work conforming to Fe-290 Gde E-165. |
| 43 | Material and labour for nominal grade reinforced cement concrete 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beam; base for columns,etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 44 | Use and waste 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. Rough finished flat surfaces of concrete complete all as specified and as directed. |
| 45 | Material and labour for preparation of new plasterd surface or concrete surface and apply two coat of cement base paint over a coat of alkali resistant primer complete all as specified and as directed. |
| 46 | M&L Chequered cement concrete colour tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry as in floors over 20 mm screed bed in cement mortar 1:4 complete all as specified and directed. |
| 47 | M&L for two coat of synthetic enamel paint including prepration of old steel surface over 10 cm width complete all as specified and directed. |
| 48 | M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enameled paint over a coat of red oxide all as specified and directed. |
| 49 | Surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out (upto 3.00 M beyond outer face of external wall) complete all as specified and directed. |
| 50 | Excavation in trenches n exc 1.5 m wide n exc 1.5 m deep in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 sqm on plan and not exc 1.5 m in depth and getting out complete all as specified and directed. |
| 51 | Material and labour for reinforced cement concrete design mix M-25 (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 directed. |
| 52 | M & L for treating the bottom and sides of excavation at the rate of 5 litres of chemical emulsion in water of one percent Chlorpyrifos 20 EC for per square metre of surface area complete all as specified and as directed. |
| 53 | M & L for treating the backfill in contact with foundation at the rate of 7.5 litres of chemical emulsion in water of one percent Chlorpyrifos 20 EC for per square metre of vertical surface complete all as specified and as directed (Area of the sub structure in contact with backfill to be measured). |
| 54 | Returning ,filling in including spreading ,levelling watering and well ramming of soft/loose soil in layers n exc 25 cm thick complete all as specified and directed. |
| 55 | Removing excavated soil not exceeding 50 m distance and depositing where directed at alevel n exc 1.5 metre above the starting point complete all as specified and directed. |
| 56 | Material and labour for reinforced cement concrete design mix M-25 (using 20 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 57 | Material and labour for reinforced cement concrete design mix M-25 (using 20 mm graded crushed stone aggregate)as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 58 | Material and labour for reinforced cement concrete design mix M-25 (using 20 mm graded aggregate) as in chajjas complete all as specified and directed. |
| 59 | Reinforced cement concrete design mix M-25 (using 20 mm 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 |
| 60 | Formwork to sides of squar ,rectangular or polygonal pillars, posts, struts, piers, columns and stanchions rough finished surfaces of conrete flat complete all as specified and directed. |
| 61 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs,etc rough finished also splays between floors and beams, etc complete all as specified and directed. |
| 62 | Formwork to soffits of suspended slabs such as roof slab , floor slabs , landing ; and similar work not exc 200mm (horizontal or sloping) thick; rough finished surfaces of concrete flat complete all as specified and directed |
| 63 | Formwork to chullah hoods, chajjas, troughs and similar items in cluding edges, rough finished surfaces of conrete flat complete all as specified and directed. |
| 64 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide ,rough finished surfaces of conrete flat |
| 65 | Mild steel TMT bars 6 to 8mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking 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. |
| 66 | S&F pressed steel frames for doors of size 125x60 mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, supplied and fixed, Size of fame |
| 67 | S&F 40mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type , both face is covered with decorative face veneer with lipping/frame to match, complete all as specified and directed. |
| 68 | Supply and fixing Pressed Steel Windows/Ventilator using box type hinges, MS Spring Latch, MS tower Bolt and telescopic stay complete complete all as specified and directed. |
| 69 | M&L 3 mm thick sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed. |
| 70 | S&F Aluminium anodised, barrel tower bolts 150 mm of extruded section and fixed complete all as specified and directed. |
| 71 | S&F Aluminium alloy, anodised,sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed. |
| 72 | S&F Butt hinges of 125 mm size, Medium weight, cold rolled mildsteel and fixed, complete all as specified and directed. |
| 73 | S&F extruded aluminium alloy handles, fabricated type., anodised Size of handle in mm 125 complete all as specified and directed. |
| 74 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per sqm of surface area all as specified completed all as specified and directed. |
| 75 | S&F mild steel small articles as holdfasts etc complete all as specified and directed. |
| 76 | Material and labour for cement concrete 1:3:6 type C 1 (using 20 mm graded aggregate) in filling around pressed steel frames and bed blocks etc complete all as specified and directed. |
| 77 | M&L for 100 mm thick PCC 1:4:8 type D-2(using 40mm graded stone aggregate) as in sub base complete all as specified and directed |
| 78 | M&L hardcore of broken stone or bolder of gauge n exc 63mm, deposited spreaded , levelled in layers n exc 15 cm thick watered and rammed to true surface all as specified complete all as specified and directed. |
| 79 | M&L Machine cut kota stone slab flooring 20-25mm thick over cement screed base (20mm)in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete complete all as specified and directed. |
| 80 | M &L for Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed (10mm thick) in CM 1:3 and jointed with ditto as per item 13014 complete all as specified and directed. |
| 81 | M&L for rendering 15 mm thick in cement mortar 1:6 on brick work or concrete surface of walls finished fair and even. |
| 82 | M&L for rendering 15mm (10+5) mm thick in cement mortar 1:4 in two coats with WPC on brick work or concrete surface of walls finished fair and even.Note :- WPC will be measured separately. |
| 83 | M&L for rendering 5 mm thick in cement mortar 1:3 on fair faces of ceiling, chajjas of concrete surface, finished even and smooth complete all as specified and directed |
| 84 | Supply only integral water proofing compound complete all as specified and directed complete all as specified and directed. |
| 85 | M&L for preparing the new plastered surfaces and applying two coats of cement base paint on walls complete all as specified and directed. |
| 86 | M & L for treating the soil along with external perimeter of building at the rate of 2.25 litres of chemical emulsion in water of one percent Chlorpyrifos 20 EC for per metre of the perimeter wall complete all as specified and as directed. |
| 87 | M & L for preparing RCC roof surfaces with wire brush drying and cleaning to remove all foreign materials and washing with water to remove loose particle and providing 10 mm thick cement plaster in CM (1:4) using water proofing compound @ 3 % by weight of cement for filling depression if any to receive water proofing treatment and providing APP modified bituminous membrane water proofing membrane with polyester reinforcement and plain finish of 3 mm thick (not less than 3.6 kg/sqm ± 5% per sqm) consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/Sqm by the same membrane manufacture of density at 25 C, 0.87-0.89 kg/litre and viscosity 70-160 cps over the primer coat the layer of membrane shall be laid using Butane torch application method overlap while torching shall be 75 mm on length and 100 mm width side, all angles & bituminous should sealed with extra care to ensure full bondage all joints including for applying bituminous aluminium paint @ 0.125 Kg / sqm on finished APP surface complete all as specified and as directed by Engineer-In-charge (Note : WPC shall be measured and paid separately) |
| 88 | Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc.removing materials all as specified and directed by engineer in charge. Please Enable Macros to View BoQ information |
| 89 | Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc.removing materials all as specified and directed by engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 02, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 day
Jul 02, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 day
Jun 25, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 days