Home Affairs Statutory Bodies & Commissions/Committees Closing in 3 days TDR #57010881

Tender For Construction of Type-Ii 04 Nos Qtr At Lumla.

Issued by Statutory Bodies & Commissions/Committees · Tawang, Arunachal Pradesh
Tender Value
1.46 Crore
Estimated cost
Bid Submission
20 Aug 2026
3 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction of Type-Ii 04 Nos Qtr At Lumla.

BOQ

Name of Work:- C/o Type-II 04 Nos Qtr at Lumla.
Sl. No. Item Description
1Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
2Dismantling doors, windows and clerestory windows (steel or wood) shutters including chowkhats, architrave, hold fasts etc complete and stcking 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 GI sheet roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 m lead.
5Dismantling 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.
6Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead.
7Demolishing cement concrete 1 : 3 : 6 or richer mix including disposal off material within 50 metres lead.
8SITE DEVELOPMENT :Earth work in rough excavation,banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankd banks, marginal banks and guide banks filling up grounddepressions lead upto 50mm and lift upto 1.50m. for site development A). Ordinary Soil @ 70%
9Hard Soil/Ordinary Rock
10GROUND FLOOR :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.
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. (Foundation)
13Providing 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.(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 shingle 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 work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
18Reinforced 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).
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.
20Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:3 (1 cement : 3 fine sand).
21Reinforcement of RCC work including bending, binding and placing in position complete.
22Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,including welding,grinding,buffing,polishing and making curvature(wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc of required size, on the top of the floor or the side of the waist slab with suitable arrangement as per approval of Engineer in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc)
23Providing 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. (Foundation)
24Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size)
25Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including Grouting the joints with white cement and matching pigments etc, complete. d). Size of tiles 1000 x 1000 mm
26Chequered 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.
27Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
28Construction 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.
29Making 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.
30Providing and fixing plain timber Door and steel angle 45x45x5mm fasten with steel strip of 25mmx4mm, including steel chowkat and necessary iron fittings and screws including painting with smoke grey paint two or more coat above priming coat.
31Providing and fixing Glazed window in steel frame of angle 25mmx 25mmx4mm in frame of 30x30x4mm fastened with bead/putty including steel chowkhat ,Gril& necessary fittings & screws as per design and drawing including painting with Red Oxide paints.
32Centring and shuttering including strutting, propping etc and removal of form work for :- a) Foundation, footings, bases of columns etc. and mass concrete.
33b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
34c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).Timber used 8 times
35d) Lintels, beams, girders, bressumers and cantilevers etc.Timber used 8 times
36Main Column
3712 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
38Neat cement punning.
39Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
40Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
41Finishing 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.(Outside & inside wall as Direction by Engineer In charge)
42Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
43Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
44Painting 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.
45Painting 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.
46(i)Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. 0.5 mm thick GI sheet
47FIRST FLOOR :- 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 shingle 20 mm nominal size).
48Reinforced 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).
49Reinforced cement concrete work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
50Reinforced 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 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
51Providing 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.
52Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:3 (1 cement : 3 fine sand).
53Reinforcement of RCC work including bending, binding and placing in position complete.
54Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including Grouting the joints with white cement and matching pigments etc, complete. d). Size of tiles 1000 x 1000 mm
55Providing and fixing plain timber Door and steel angle 45x45x5mm fasten with steel strip of 25mmx4mm, including steel chowkat and necessary iron fittings and screws including painting with smoke grey paint two or more coat above priming coat.
56Providing and fixing Glazed window in steel frame of angle 45mmx 45mmx5mm in frame of 30x30x4mm fastened with bead/putty including steel chowkhat ,Gril& necessary fittings & screws as per design and drawing including painting with Red Oxide paints.
57Centring and shuttering including strutting, propping etc and removal of form work for :- c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).Timber used 8 times
58d) Lintels, beams, girders, bressumers and cantilevers etc.Timber used 8 times
59e) Column, pillars, posts and struts etc.
6012 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
61Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
62Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
63Finishing 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.(Outside & inside wall as Direction by Engineer In charge)
64Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
65Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
66Painting 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.
67Painting 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.
68Construction of Septic Tank 3.8 mx2.8m x1.8m as per complete standard drawing & design.
69Making 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.
70Constructing 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 X 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 38Kg (weight of cover and frame not less than 38kg, weight of cover 23 kg and weight of frame 15kg).
71Providing and fixing white vitreous china water closet squating pan (Indian types WC Pan) size 580 mm with 100 mm and sand 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 overflow pipe with specials and mosquito proof coupling of appeoved municipal design and GI chain and pull complete including painting of cistern and fitting, cutting making good the walls and floors where required. a). Long pan patten WC Pan
72Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.(250mmX130mmx30mm)
73Providing and fixing 12.5 litres high level CI flushing cistern of approved make with intergral fittings such as ball valve, bell, lever, GI chain and pull Complete.
74Providing and fixing in position 32 mm dia galvanized steel telescopic flush pipe complete including cutting and making good the walls and floors.
75Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.Size 75mm Dia
76Providing and fixing 100 mm sand CI 'P' or 'S' trap.
77Providing and fixing best quality PVC Elbow 110mm.
78Best quality PVC Connecting Pipe 110mm dia 30cm length.
79Terminal Guard with Clamp(PVC)
80Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc.b) 100 mm diameter
81Providing 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
82Providing fixing and laying of PVC 110mm for sewage under ground and filled with cc 1:12 ( 1 Cement : 12 Mixed sand Shingles)
83Providing 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. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
84Providing and fixing CP brass waste for wash basin and sinks.( From wash basin shink at every floor to drain at ground including all fittings.) a)32 mm dia.
85Providing and fixing kitchen sink including making all connection excluding cost of fittings.(White vitreous china sink size(600 x 450 x 150)
86Construction of cc juntion box 50cm x 50cm x 50cm (overall) at the spacing of 6m distance alobg Pvc pipe line or at every junctoin including Rcc cover complete
87Providing 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.
88Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls. a)15 mm nominal bore
89b) 20 mm nominal bore(internal work).
90b) 20 mm nominal bore(External work).
91c) 25 mm nominal bore(Externall work).
92Providing and fixing brass stop cock of approved quality.15 mm nominal bore
93a) 20 mm nominal bore(Internal)
94b) 25 mm nominal bore(external)
95Providing and fixing brass bib cock of approved quality.a)15 mm nominal bore
96providing and fixing in position sintex for water supply
97Providing ,Fixing ,commissioning & testing of 0.5 H.P. 1 Phase pump(SWJ 1 ) including control Panel and all accesories or as directed by Engg. i/c
98Construction of Under Ground Water Tank of clear dimension (Size 4.5 m x 3 m x 2 m) with wall thickness of 230mm after plaster including GI Fittings and RCC Slab or as Directed by the engineer in charge.
99Manufacturing and supply of wooden coat made of A class Timber including,moisquito stand and finishing with varnish of approved brand or as may be directed by Engineer incharge. (Medium size.)
100Manufacturing and supply of wooden coat made of A class Timber including,moisquito stand and finishing with varnish of approved brand or as may be directed by Engineer incharge. (Single size.)
101PVC Chair of best quality.
102PVC or Wooden Dinning Table of best quality.
103Dinning Chair of best quality.
104Filter 30 ltr capacity.
105Transportation charges for carrying of building materials:-a) Cement
106b) Steel
107c) Bricks
108d) Aggregate
109e) Sand Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57010881
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 1.46 Crore
LAST DATE 20-08-2026
Authority
Authority Name Police Department
Work Description Tender for Construction of Type-Ii 04 Nos Qtr At Lumla.
Basic Detail
Tender No APH/EC/EE(W)/E-NIT/2025-26
Bidding Type Tender
Location
City Tawang
State Arunachal Pradesh
Key Dates
Publish Date 14 Aug 2026
Submission Date 20 Aug 2026
Open Date 21 Aug 2026
Finance
Tender Value 1.46 Crore
Tender Fee 5000
EMD 1.46 Lakhs
Exemption Not Available
Document List
410e3ca6-e298-43cd-8587-8fa5f4c2b3cd.html
BOQ_3870.xls
SBD_Lumla.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Aug 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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html

410e3ca6-e298-43cd-8587-8fa5f4c2b3cd.html

xls

BOQ_3870.xls

pdf

SBD_Lumla.pdf

pdf

Tendernotice_1.pdf

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