Tender For Construction of Construction Of Warehouse With Dryer Facilities For Cardamom Chanli.
Tender Value
78.92 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
3 days left
EMD
78920
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lower Dibang Valley → Arunachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction of Construction Of Warehouse With Dryer Facilities For Cardamom Chanli.
BOQ
| Sl. No. | Item Description |
| 1 | SH. C/O Warehouse |
| 2 | 1.EARTHWORK |
| 3 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposingof all surplus soil as directed within a lead of 50m. |
| 4 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 6 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 7 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 8 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form work for: |
| 10 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 11 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 12 | d) Lintels, beams, girders, bressumers and cantilevers etc. Timber reused 8 times |
| 13 | e) Column, pillars, posts and struts etc. Timber reused 8 times |
| 14 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 15 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 16 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 17 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size). |
| 18 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 19 | Extra for brick work with best available local bricks in superstructure above |
| 20 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 21 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.a) 38mm thick best available local wood class - B I |
| 22 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. a) 250 x 10 mm |
| 23 | Providing and fixing MS door latch with necessary screws etc complete. a) 300 x 20 x 6 mm |
| 24 | Providing and fixing MS handles with necessary screws etc complete. a) 125 mm |
| 25 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts,nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 26 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. |
| 27 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles, Flats and Channels |
| 28 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of the top cover and spring. |
| 29 | Providing and fixing top cover for rolling shutters. |
| 30 | Providing and fixing ball bearing for rolling shutters. |
| 31 | Providing and fixing 27.5 cm long wire spring grade No. 2 for rolling shutters. |
| 32 | CC flooring,1:2:4(1 cement: 2 coarse sand :4 coarse aggregate 20 mm nominal size) finished with a floating coat of neat cementcement slurry. |
| 33 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. |
| 34 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. |
| 35 | Provision fixing installation of Air roof ventilator exhaust fan |
| 36 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 37 | Providing two coats of acrylic water based wall putty/ wall filler of Asian Paits/ Berger/ Dulux over concrete/ cement plaster/ brick walls and ceilings both internal and external after removing all the loosely adhering material from the wall/ ceiling surface with thehalp of emery stone, putty blade or wire brush, moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department. |
| 38 | Finishing walls with water proofing cement paint of required shade : |
| 39 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 40 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 41 | Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) |
| 42 | Loading and Unloading of Cement or Steel etc by Manual Means and stacking for tiles, cement, steel etc |
| 43 | Loading and Unloading of Cement or Steel etc by Manual Means and stacking for wood |
| 44 | Cost of Haulage Excluding Loading and Unloading |
| 45 | a) Surfaced Road for sand & Aggregates - 127.00 Km |
| 46 | b) Surfaced Road for Cement, steel, marbles etc - 217.00 Km |
| 47 | c) Surfaced Road for wood - 22.00 Km |
| 48 | Provision for Marble Engraved Sign Board |
| 49 | Sub:- Chain Link Fencing |
| 50 | 1.EARTHWORK |
| 51 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 52 | 2.CONCRETE WORK |
| 53 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 54 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : |
| 55 | a) Wall |
| 56 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 57 | Column |
| 58 | 3.RCC WORK. |
| 59 | Reinforcement of RCC work including bending, binding and placing in position complete. Mild Steel |
| 60 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 61 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface A0 M20 (1:1.5:3 20mm nominal size)with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. |
| 62 | 4.STEEL WORK |
| 63 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 64 | Providing & fixing of Chain link fencing (Including 10% overlapping) |
| 65 | Providing, & fixing of G.I barbed wire (12SWG) (Including 10% overlapping) |
| 66 | 5.PLASTERING |
| 67 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 68 | 6.FINISHING |
| 69 | White washing with whiting on new work (three or more coats) to give even shade. |
| 70 | 7.HAULAGE CHARGE |
| 71 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and Kerb Stone for hill roads . Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 72 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.- 10.63 |
| 73 | Cost of Haulage Excluding Loading and Unloading on hill roads . Haulage of materials by tipper excluding cost of loading, unloading and stacking. |
| 74 | Surfaced Road (Sand Aggregates etc) - 131.1 |
| 75 | Surfaced Road (Cement, steel etc) - 218.1 |
| 76 | Procurement of Dryier Machine Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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