Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 4 days TDR #57359551

Tender For Construction Of Type-Iii 01 No. Quarter At Oc Khonsa

Issued by Boards / Undertakings / PSU · Longding, Arunachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Sep 2026
4 days left
EMD
58020
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Longding → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Construction Of Type-Iii 01 No. Quarter At Oc Khonsa

BOQ

Name of Work:- C/o Type-III 01 No. Quarter at OC Khonsa
Sl. No. Item Description
1Demolishing cement concrete 1 : 3 : 6 or richer mix including disposal off material within 50 metres lead
2Dismantling GI sheet roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 m lead.
3Dismantling cement, asbestos, celotax or other ceiling or partition hard board partition wall including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
4Dismantling wood work of sectional area 40 Sq.cm. and above wrought, framed and fixed in frames, other frames and trusses including stacking the material within 50 m lead.
5Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead
6Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserveable material within 50 metres lead.
7Dismanling doors, Windows and clereystory windows (steel or wood) shutters including chowkhats, architrave, hold fast etc complete and stacking within 50 m lead. A) of area 3 Sqm and below.
8Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
9Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
10Earth 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.
11Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
12Providing 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.
13Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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.(Wall)
14Reinforced 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).
15Reinforcement 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).
16Reinforced 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).
17Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
18Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size).
19Providing reinforced cement concrete eaves board 25 mm thick and 15 cm to 30 cm wide inM 20 mix (1 cement : 1.5 coarse sand : 3 stone aggregate 10 mm nominal size) up to floor two level including finishing and plastering with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm on exposed surfaces to give smooth and even surface, centring and shuttering but excluding cost of reinforcement.
20Reinforced 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 coarse sand : 3 stone aggregate 20 mm nominal size).
21Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:4 (1 cement : 4 fine sand).
22Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
23Reinforcement of RCC work including bending, binding and placing in position complete.
24Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles and Channels
25Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws.a) Plain grill.
26Providing 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.
27Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.a) 40 mm thick
28White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.(Main Building Flooring)
29White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.( for WC & Bath floors&dado)
30Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete: b) Medium shade using approximately 50% white cement and 50% ordinary cement.
31Providing 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).
32Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
33Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
34Making 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.
35Door / Window / Ventilator Frames:-Providing and Fixing factorymade WPC/PVC door frame made of PVC extruded sections of size100mmx74mm ,having wall thickness 2.0mm (±0.2mm).Both verticals sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (±0.2mm) and 75mm x 200mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together,including providing and fixing 3nos of 125mmlong stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener,all complete as per manufacturer's specification and direction of engineer- in-charge.
36Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
37Providing 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
38Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge . (Cost of aluminium snap beading shall be paid in basic item):.
39Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
40b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
41c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
42d) Lintels, beams, girders, bressumers and cantilevers etc.
43e) Column, pillars, posts and struts etc.
4412 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
45Neat cement punning.
46Applying one coat of cement primer of approved brand and manufacture on wall surface.
47Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
48Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
49Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
50Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
51Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
52Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
53Construction of Septic Tank 3.8 mx2.8m x1.8m as per complete standard drawing & design.
54Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
55Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.
56Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.(250mmX130mmx30mm)
57Providing and fixing sand PVC/cast iron/ cast iron (spun) soil, waste and vent pipes.Size 100mm Dia
58Providing and fixing best quality PVC Elbow/Plain bend 100 mm dia (Inner)
59Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 100 mm dia SW pipes
60Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.a) 100 mm dia SW pipes
61Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.
62Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.17.28.2 Flexible pipe(17.28.1.1) 32 mm dia
63Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : a) Kitchen sink with drain board i) 510x1040 mm bowl depth 250 mm
64Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement : 5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).
65Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.
66Providing and fixing on wall face PVC/C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).a) 100 mm diameter pipe
67Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws
68Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).
69Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls a) 15 mm nominal bore (Internal)
70b)20 mm nominal bore (External)
71c) 32 mm nominal bore
72Providing and fixing brass stop cock of approved quality.a) 15 mm nominal bore(Internal)
73Providing and fixing brass bib cock of approved quality.15 mm nominal bore
74Providing ,Fixing ,commissioning & testing of 2 H.P. 1 Phase pump(SWJ 1 ) including control Panel and all accesories or as directed by Engg. i/c
75Providing and fixing in position Polyethylene water storage tank at terrace floor for water supply
76Single Bed
77Double Bed
78Bedside Table
79Mattress
80Dining Table (4 seater)
81Dining Chair
82Study/Writing Table
83Study Chair
84Sofa 3-Seater
85Sofa Single Seater
86Centre Table
87Side Table
88Steel Almirah
89Wooden Wardrobe
90Book Rack
91Dressing Table
92Shoe Rack
93Kitchen Storage Rack
94Visitor Chair
95Computer Table
96Add for cement Ann-X
97Add for MS rod Ann-X
98Add for Bricks Ann-X
99Add for MS sections Ann-X
100Add for Sand Ann-X
101Add for Broken Aggregate Ann-X Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57359551
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 11-09-2026
Authority
Authority Name Arunachal Police Housing & Welfare Corporation Limited
Work Description Tender For Construction Of Type-Iii 01 No. Quarter At Oc Khonsa
Basic Detail
Tender No APH/EC/EE(EZ)/e-NIT/2026-27/46
Bidding Type Tender
Location
City Longding
State Arunachal Pradesh
Key Dates
Publish Date 04 Sep 2026
Submission Date 11 Sep 2026
Open Date 11 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee 2000
EMD 58020
Exemption Not Available
Document List
BOQ_3923.xls
dc43c909-88f8-4c3e-af40-f1e2d4ce4a66.html
Tendernotice_1 (9).pdf
Type_III_Khonsa_SBD.pdf

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Tender Timeline

Sep 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Sep 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_3923.xls

html

dc43c909-88f8-4c3e-af40-f1e2d4ce4a66.html

pdf

Tendernotice_1 (9).pdf

pdf

Type_III_Khonsa_SBD.pdf

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