Defence Statutory Bodies & Commissions/Committees Closing in 11 days TDR #57142351

Tender For Para 35 Work For Comprehensive Water Proofing And Seepage Prevention Works For Md Accn At Dinjan Mil Stn

Issued by Statutory Bodies & Commissions/Committees · Tinsukia, Assam
Tender Value
1.98 Crore
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
2.73 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Tinsukia → Assam
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Para 35 Work For Comprehensive Water Proofing And Seepage Prevention Works For Md Accn At Dinjan Mil Stn

BOQ

Name of Work:- PARA 35 WORK FOR COMPREHENSIVE WATER PROOFING AND SEEPAGE PREVENTION WORKS FOR MD ACCN AT DINJAN MIL STN
Sl. No. Item Description
1Dismantling of Plain or corrugated steel sheeting,any gauge, thickness, including Nainital or similar pattern roof coverings all as specified.
2S & 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.
3S&F Pre-painted galvatume aluminium 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 as specified.
4M&L for applying two coat of Synthetic enamal paint over a coat of red oxide primer on new steel based surfaces exc.10cm width or girth including preparation all as specified and directed.
5Dismantling Wall and ceiling boards (fibre,pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets as directed.
6S&F for aluminium anodised snap grid frame work of size 605mm x 605mm frame work for ceiling with aluminium tee section of size 23.5mm x 26.4mm x 1.4mm thick and aluminium angle section of size 36.5mm x 25mm x 1.4mm thick, for false ceiling including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia, 40mm long including 4 mm thick pre painted non asbestos E-board (plain), HSPC fixed to frame all as specified and as directed.
7Taking down chowkats or frame, n. exc 1.5 sqm each with shutters (without taking off shutter from the frame) as directed.
8Taking down chowkhats or frames with shutter (without taking off shutter from the frame) exe 1.50 & n.exc. 4 sqm in each complete all as specified & directed.
9Dismantling wrought iron or mild steel work of any description not otherwise provided for.
10M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings, cooler stands (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete & making good the floor in PCC 1:2:4 type B-0 to match the existing floor.
11S&F powder coated aluminium anodised frame for doors, windows etc with one or more rebates including joining cleat for fixing etc complete all as specified and directed.
12S&F Anodised aluminium powder coated window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including all necessary fittings like hinges joining cleats, glazing clips,moving roller, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified
13S & F for 3mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified and directed.
14S&F solid PVC moulded door frame of size 50mmx47mm made out of 5mm, single side prelam PVC sheet used and edges will be painted to match with printed to match with prelam sheet, reinforced with MS square tube & fixing in opening including hold fast.
15S&F factory made solid PVC Moulded door shutter 28 to 30mm thick (Stiles) with 2,4 or 6 raised panel design with 2mm thick Moulded Prelam PVC Sheet on front face & 2 mm plain colour PVC sheet on back face, supplying and fixing in frame at site as per specification and directed.
16S&F factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
17Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 18mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
18S & F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush type as in shelves of 18mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel L Shaped brackets which should with hold as average weight of 20-30 kg and fixed with ecessary fully body threaded star headed counter sunk S.S screw, all as per direction of Engineer In- Charge
19S&F 100 mm size stainless steel butt hinges medium weight cold rolled.
20Supply and fix for 150mm long Stainless Steel handles, cast type, complete all as specified and as directed.
21Supply and fix in for 150mm long Stainless Steel barrel tower bolts complete all as specified and as directed.
22M & L MS flat iron work as in hold fast and similar small articles, cut to length, bent to shape, drilled hole and fixed with screw etc conforming to Fe-290 Gde-E-165 complete as specified and directed.
23Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
24Dismantling of stone slabs or tiles of any description or thickness as in floors, pavings, aprons, pathway etc laid dry or laid dry and pointed complete all as specified & directed.
25Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises as directed.
26M & L 25 mm thick PCC type B0 1:2:4 (using 12.5 mm graded stone aggregate) as in sub base all as specified and directed.
27M & L PCC type B0 1:2:4 (using 12.5 mm graded stone aggregate) as in roof padding laid to a minimum consolidated thickness of 25 mm as levelling course laid and compacted in minimum slope 1:30 over roof complete including 10 mm thick CM 1:4 with water proofing compound over green concrete surface (WPC will be measured and paid seperately) surface finished even and smooth (without using extra cement )all as specified & directed by engineer-in- chargethick all as specified and directed.
28M&L for Non skid ceramic coloured tiles 7 to 8mm thick (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18sqm (400X400X7mm) in floor, over 15mm thick screed bed in CM 1:4 on floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade as specified and as directed.
29M&L for glazed ceramic coloured tiles in vertical surface 450x350x7mm thick in dado over 10mm thick screed bed in CM 1:3 on walls set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade as specified and as directed
30S&F in repairs for MS grating CP 75/100mm dia, without hole and with hole for waste pipe of approved make including fixing with CM to floor/nahani traps etc complete all as directed.
31Taking up or down 15mm steel tubing and connections including cleaning for refixing or removal to store complete all as specified and directed.
32Supplying and laying 16mm CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches/walls complete all as specified
33Taking up or down steel tubing and connections including cleaning if refixing required for 20 mm bore of pipe complete all as specified and directed.
34Supplying and laying 20mm CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches/walls complete all as specified
35Cutting chases, pinning in. making good to facings where required and ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring,etc., and making good, cutting not exc 10 cm girth complete all as directed.
36S & F in repairs 15 mm bore Bip taps, Chromium plated cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed.
37S & F in repairs, stop valves, 15 mm bore cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions as specified and directed.
38S & F 15mm bore, PVC connection pipe 450mm long with PTMT nuts at both ends.
39S&F in repair Brass chromium plated Tubular towel rail 20mm dia, D type, 60cm long between flanges all as specified and as directed.
40S&F in repairs health faucet cast copper alloy with push button flexible steel pipe with PVC lining of 1 mtr long suitable for 15mm pipe
41S&F in repairs flexible (coil shaped) PVC waste pipe for sink and wash hand basin 32/40mm dia, length not less than 70 cm, connected to PVC waste coupling/fittings complete all as specified and as directed.
42S & F in repairs, 10 litres capacity PVC valveless syphonic action type, flushing cistern (ISI marked), low level with inlet, ball valve, float bracket & flush pipe complete all as specified & directed.
43S & F in repairs Vitreous china wash basin, white,flat back, size 550 x 400 mm with brackets,excluding pillar cock 15 mm bore CP, PVC connection of 450 mm long including PVC (HDPE) 32 mm bore waste pipe, brass couplings 32 mm CP etc complete all as specified and directed.
44S & F in repairs, 15 mm bore pillar taps, cast copper alloy, chromium plated, fancy type with capstan heads, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe as specified.
45S & F in repairs, PVC (SWR) 75 mm dia, floor trap, plain with granting including jointing to waste pipe with solvent cement and fixing in PCC 1:2:4.
46S&F in repairs, concealed stop valve fancy type cast copper alloy, fancy type, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipes or for unions of 15mm bore complete all as specified and directed.
47S & F in repairs vitreous china Semi pedestal pattern (Anglo Indian type) white connection to trap 'P' or 'S' and flush pipe etc including seat cover and making good to disturbed surfaces of floor by filling with PCC 1:4:8 type D-2 to match with existing including taking down the existing old one all as specified and as directed.
48S&F for Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) front or back inlet including connection to drain (or outgoing pipe) and to flushing pipe, anti-syphonage pipe, etc and making good to floor complete as in repair all as specified and directed.
49S & F in repairs, vitreous China squatting pan, 'Orissa' pattern, size 580mm x 440 mm, white with integral foot rest and 'P' or 'S' trap, including provision of lime concrete bedding, connection to trap and flushing pipe etc complete including making good to disturbed surfaces of floor to match with existing specifications as specified.
50Dismantling water tanks Exc 250 & n exc 500 removing to store complete all as specified and directed.
51Supply and fixing 500 Litre capacity Rotational moulded polyethylene water storage tanks double layered (cylindrical vertical with closed top) ISI marked, hoisted & fixed in position & making necessary arrangements for fixing inlet, outlet & over flow pipe & provision of wash out pipe etc.
52S & F 20 mm bore, Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe and fixed. (Minimum weight 15mm-142 gms/ 20mm-210 gms/25mm-455gms/ 40mm- 690 gms)
53Taking down cement plaster on brick or stone walls, etc, including raking out joints, hacking for key, scrubbing down with water, etc as directed.
54M & L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and smooth without using extra cement as specified and directed.
55M&L 15 mm thick cement plaster in CM (1:4) on wall in two separate layers firstly 10 mm and then (5 mm with approved water proofing compound) on fair faces of brick work incl finished even and smooth without using extra cement.Note: 1. WPC @ 2% of cement, will be paid separately.2. The rate quoted by contractor is deemed to be included necessary scaffolding and formwork as required upto 7.00 Mtr height building.
56M & L 5 mm thick rendering in cement mortar 1:3 on concrete surfaces as in ceilings (sunshade, chajja etc) and finished the surfaces even and fair without using extra cement complete all as specified and directed.
57Supply only Integral waterproofing compound all as specified and as directed.
58M&L for applyiing 15mm plaster with polymer modified mortar fortified with SBR(Nito Bond SBR 45) in proportion 1:3 by weight 5 litr Nitobond SBR 45 added to 50kg cement with 13 litr water and finished surfaces to existing adjoining surface of ceiling, columns, beam and like etc complete all as specified and directed
59M & L preparing newly plastered surfaces of wall and applying two coats of white wash complete as specified and directed.
60M & L preparing new plastered surfaces of ceiling and applying three coats of white wash complete as specified and directed.
61M & L applying two coats of distmper oil emulsion over coat of primer including wall care putty on walls after preparing surfaces of walls on newly plastered wall surfaces including preparation of surfaces.
62M & L 75 mm thick plain cement concrete 1:3:6, type c-2 (using 40mm graded stone aggregate) as in plinth protection etc, finishing cement concrete surface even and smooth with out using extra cement including making joints with bitumastic filling in proportion of bitumen and sand (1:2) complete as specified and directed.
63Demolition Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articlesr complete all as specified and as directed.
64M & L brick work with sub class 'B' bricks straight or curved in plan exc 6 mtr mean radius built in CM (1:4) using old size bricks complete all as specified and as directed.
65M & L brick work with sub class -B old size bricks, straight or curved on plan to any radius in half brick thick wall built in CM 1:6.
66M & L PCC typeC-1,1: 3:6 (20mm graded stone aggt) for cills,hold fast filling of hollow of pressed steel door frame etc
67M& L for Taking down plastering on roof surfaces upto slb level including padding/ mebaranes in cement mortar (one side only measured in cases where both sides are plastered) and Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. and disposal of debris & rubbish to a distance exc 1 Km but not exc 1.5 Km complete all as specified & directed by Engr-in-charge
68M&L for special treatment for sunken portion of WCs/Bath & toilet executed in following stage:- Stage1:- Demolition of wc including lime concrete and cemennt concrete etc and preparing of surfaces of existing sunken portion of wc`s or bath etc with wire brush to removed all loose dirts, oil grease etc including removing debries from site of work etc. Stage 2:- Providing 10mm thick plaster in CM 1:3 mixed with integral water proofing chemical or plaster seal in the proportion/quantity all as per OEM/ manufacturere's instructions. Stage 3:- Apply primer (and allow to dry for 8 hrs) all as per manufacturer`s instructions. Stage 4:- Apply two coats of water proofing elastomeric coating system with DFT 100 micron (The surfaces after painting one coats shall be allowed to dry for 6 hrs before next coats). Stage 5:- Rendering 10mm thick in CM 1:3 mixed with integral water proofing chemical in the proportion/ quantity all as per manufacturere`s instructions. Stage 6:- All CI joints shall be filled with mixture of cement fine sand and plaster seal of STP Ltd or Dr. Fixit pidicrete URP all as per manufacturer`s instructions. Stage 7:- Making holes in walls and fixing 600mm long 40mm dia medium grade GI spouts for draining of excess water if any. Stage 8:- Carryout ponding testfor 48 hrs to ensure water tighteness of repaired sunken portion and filling of sunken portion for cement concrete Type E2, 1:5:10 using 40mm graded stone aggregate as in lean concrete complete all as specified and directed. Note:- (a) Only plan area shall be measured for payment under this items. (b) Depth of suken portion of WC`s/ bath shall be upto 35 CM which is to be taken into account while coating the rate against this item. (c) The rate shall be quoted by contractor shall be deemed to be included for all the horizontal and verticl treated surface of sunken portion of WC`s/baths.
69M&L for water proofing treatment by the authorized rep of OEM on RCC roof and parapet wall etc. comprising with the following operation & as specified herein below:- (a) Surface Preparation: Surface preparation of new RCC roof slab including ensuring completion of all civil works, cleaning of surface to make it sound, level and free from dust, laitance, oil, grease and other contaminants by wire brushing, grinding and air blowing, removing all loose particles and protrusions, repairing minor honeycombs / surface defects with polymer modified mortar, sealing tie-rod holes and openings with non-shrink grout, and ensuring surface is dry and suitable for application of waterproofing system. (b) Bore Packing for Overflow / Drain Pipes / Pipe Penetrations: Preparing the inner surface of core opening and external surface of PVC / MS pipe by roughening using emery paper / sand paper to remove smooth finish and to ensure proper mechanical bonding. Cleaning the surfaces by wire brushing and water jetting to remove laitance, dust, loose particles and other contaminants. Providing necessary shuttering / formwork arrangement as required to carry out bore packing depending upon site conditions. Applying a coat of polymer bonding slurry mixed with cement to enhance adhesion between old concrete, pipe surface and packing material. Packing the annular gap between pipe and concrete using non-shrink cementitious, polymer modified grout / micro-concrete up to the finished surface level while the bonding coat is in tacky condition, complete to obtain watertight sealing.(c) Coving 75×75 mm — Providing and laying 75×75 mm cement‑sand coving in internal corners in 1:3 mix, modified with SBR latex, including surface preparation, mixing, laying, finishing smooth, curing, and all labour, materials, tools and tackles complete as per specification.
70(d) Moisture Insensitive Epoxy Primer : Providing and applying moisture-insensitive two component epoxy primer on the prepared concrete surface at a coverage rate of approximately 300 g/m², depending upon substrate porosity and surface condition, to ensure proper penetration, surface sealing, and to achieve strong adhesion between the concrete substrate and the subsequent polyurethane waterproofing membrane. Primers shall be suitable for application on substrates having moisture content up to 12% visibly dry, applied uniformly on clean, sound, and properly prepared surface in accordance with manufacturer’s specifications. (e) Application of Single Component PU Waterproofing Coating (Under Screed): Providing and applying single component, elastomeric, polyurethane-based liquid applied waterproofing membrane, over a suitably primed concrete substrate to achieve a uniform, seamless, and vapor-permeable waterproofing layer, conforming to ASTM C836 and ASTM C898. Surface shall first be primed with two component water-based/solvent-based epoxy primer @ 100–150 g/sqm. The first coat of PU waterproofing membrane shall be applied after 16 hours of primer application (primer fully cured, surface moisture <4%), followed by the second coat applied crosswise after 8–24 hours depending on weather conditions, at a total minimum consumption of 1.5 kg/sqm applied in 2 coats (700–800 gm/sqm/coat). The material shall have the following minimum properties:A. Solid Content = 85 ± 2% as per ASTM D1644B. Tensile Strength = 3–4 MPa as per ASTM D412C. Elongation at Break > 600% as per ASTM D412D. Shore A Hardness > 50 as per ASTM D2240E. Pull-off Adhesion (min.) = 1.5 MPa as per ASTM D7234F. Dynamic Crack Bridging: Passes @ 3.2 mm as per ASTM C1305G. Water Impermeability @ 5 bar for 72 hours (Resistance to Hydrostatic head > 50 m): No Leakage, as per BS EN 12390-8
71(f) Providing and laying non-woven geotextile protection layer over horizontal surface of minimum 150 GSM over fully cured polyurethane waterproofing membrane, to protect the membrane from mechanical damage during subsequent construction activities. Care shall be taken to ensure that the protection layer remains in position during protection screed.(g) Carrying out a 48-hour ponding test after completion and rectifying any defects.The rate shall include all materials, labour, T&P, scaffolding, surface preparation, transportation, loading, unloading and all incidental charges complete.Notes: -1 Rates for removal of APP membrane and screed bed items including WPC shall be measured and paid seperately under respective items of BoQ.2 MoU/Tripartite Agreement among Accepting Officer, Contractor & OEM shall be submitted by the contractor for 10 years of warranrty towards the water proofing treatment by the OEM/ authorized applicator of OEM as per the terms & conditions of MoU/ Tripartite Agreement.
72Demolition of reinforced cement concrete of any description and in any position (reinforcement cut as required to facilitate demolition) all as specified & as directed.
73Material and labour for RCC (1:2:4) type B-1 (using 20 mm graded broken stone aggregate) as in slab supported on walls, beams and column in floors, roof landings, balconies, canopies, deck slabs and in shelves complete all as specified and as directed. (Note : Reinforcement shall be measured and paid seperately under relevant)
74Material and labour TMT bar 10 mm and over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and as directed.
75Material and labour form work to soffit of suspended slab such as roof, floor slabs, landing similar work for rough finished surfaces of concrete, flat complete all as specified and as directed.
76Material and labour form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs exc 5cm but not exc 10cm wide for rough finished surfaces of concrete, flat complete all as specified and as directed.
77S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints / solvent cement joints laid in trenches or in floors complete all as specified including dismantling of PCC & taking out old unserviceable 110mm bore PVC pipe with fittings & making good disturbed area complete all as specified & directed.
78S&F PVC (SWR) pipe 110mm bore, single socketed in any length with rubber ring joints fixed to walls fixed in repair, including taking down of old pipes
79S&F PVC (SWR) branch piece single (single Y)110 mm bore with access door fixed in repair
80S&F PVC (SWR) bends any radius 110 mm dia fixed in repair
81S & F 75mm PVC (SWR) pipes single sockets, in any length with rubber ring joints, fixed to walls complete as specified and directed including taking down of old pipes.
82S&F PVC(SWR) Vent cowl 75mm dia.
83S & F PVC (SWR) pipes single sockets, in any length with rubber ring joints, laid in ground or floors 75mm dia complete as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57142351
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 1.98 Crore
LAST DATE 03-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Para 35 Work For Comprehensive Water Proofing And Seepage Prevention Works For Md Accn At Dinjan Mil Stn
Basic Detail
Tender No 84573/E8
Bidding Type Tender
Location
City Tinsukia
State Assam
Key Dates
Publish Date 21 Aug 2026
Submission Date 03 Sep 2026
Open Date 04 Sep 2026
Finance
Tender Value 1.98 Crore
Tender Fee 1000
EMD 2.73 Lakhs
Exemption Available
Document List
BOQ_880451.xls
fcce85a0-a831-49fb-a053-b490bf67b914.html
TenderDocuments.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Sep 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

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