Indian Tenders

Tender Notice

TDR 54797861
Tendering Authority Public Works Department
Tender No ND/CONT/6/NIT/BE/2025-2026/667 dated 18/03/2026
Tender ID 2026_PWDAP_3272_1
Tender Brief Tender For School Academic Block, Ghss, Nari, Lower Saing District.
City East Siang
State Arunachal Pradesh
Document Fees INR 5000 /-
EMD INR 171900.0 /-
Tender Value Refer document
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for School Academic Block, Ghss, Nari, Lower Saing District.

Key Dates

Publish Date 24-03-2026
Last Date of Bid Submission 30-03-2026
Tender Opening Date 30-03-2026

Contact Information

Company Name Public Works Department
Contact Person Executive Engineer, Nari
Address O/O Executive Engineer, PWD Nari Division

BOQ Items

Name of Work:- School Academic Block, GHSS, Nari, Lower Saing District.
Sl. No. Item Description
1Earth Work
2Earth 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.
3Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
4Filling in plinth with sand under floors including watering, ramming, consoledating and dressing complete.
5Concrete work
6Providing 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.
7Providing 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 : b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
8Centring and shuttering including strutting proping etc. and removal of form work for: a) Walls including attached buttresses, pilasters etc.b) Wall any (thickness)
9c) Lintels,beams,post and struts etc.
10d) Columns,Pillars,Posts and struts etc
11RCC work
12Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in a)1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
13Reinforced 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 ment : 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)1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
14Reinforcement cement concrete work in columns, pillars,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(1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
15Reinforcement of RCC work including bending, binding and placing in position complete. b) TMT Steel
16Brick work
17Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
18Extra for half brick masonry in superstructure above plinth level and up to floor two level.
19Wood work
20Providing best available local wood (Class - B II) work in frames of doors,windows clerestory window and othres frames, wrought framed fixed in position.
21Providing and fixing panelled,glazed or panelled and glaezd shuters for doors,windows and clerestry windows including iron butt hinges with necessary screws.a) 38mm thick best available local wood class-B
22Steel Work
23Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
24Providng and fixing MS grills of required pattern in wooden frames.(a) Plain grill)
25Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete.
26Flooring Work
27Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement. a) 40 mm thick
28Roofing
29Providing 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. b) 0.63 mm thick GI sheet
30Providing 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. b) 0.63 mm thick GI sheet
31Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).
32Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. a) Best local approved quality wood.
33Finishing work
3412 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
3515 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
36Applying one coat of cement primer of approved brand and manufacture on wall surface.
37Applying priming coat with ready mixed primer of approved brand and on steel Grill,,,,
38Applying priming coat with ready mixed primer of approved brand and Doors & windows
39Making 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.
40Drainage
41Construction of cement concrete drain 15 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.
42Providing and fixing GI pipess complete with GI fittings and clamp including cutting and making good the walls (internal work) (a) 15 mm nominal bore
43Providing and fixing brass full way vlve with wheel of approved quality.(a) 32mm nominal bore
44Providing and fixing brass stop cock of approved quality.(a) 20 mm nominal bore
45Providing fixing and fixing brass bib cock of approved quality.(a) 15 mm
46Providing and fixing white vitreous china water closet squating pan ( Indian type WC pan) size 580mm with 100mm and cast iron P or S trap, 12.50 Litre high level CI Flushing cistern ( of approved make) with fittings RS or CI rackets, 32mm dia galvinized steel telescopic flush pipe with fittings and clamps 20mm GI over flow pipe with special and mosquito proof couping of cistern of approved municipal design and GI chain and pull complete including painting of cistern and fittings and making good the walls and floors where required.a) Long pan pattern
47Providing and fixing while vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x439x265mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI Brackets standard size galvinazed steel flush pipe and spreaders with brass unions and GI Clamps complete including painting of cistern and fittings, cutting and making good the wall and floors where required.d) Range of four urinal with 15 Litres CI automatic flushing cistern.
48Add for cartage ( Rate as O leadApsr-2023)i) Add for cartage of Cement/steel from Silaphater to site of work
49ii) Add for cartage from quarry to work site (Boulder, stone Aggts sand & Shingle )
50iii) Add for cartage from silaphater to work site (Bricks )
51SEPTIC TANK
52SH : EARTH WORKEarth 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.
53Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
54SH : Concrete Work
55Providing 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.
56SH : RCC Work
57Reinforcement cement concrete work in columns, pillars,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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
58Reinforced 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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
59Reinforced 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).
60Reinforcement of RCC work including bending, binding and placing in position complete.Mild steel
61Centring 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).
62d) Lintels, beams, girders, bressumers and cantilevers etc.
63e) Column, pillars, posts and struts etc.
64Cement 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
65SH : Brick Work
66Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
6712 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
68making soak pit 2.50 m dia 3m deep with 45x45 cm dry brick honey comb shaft and SW drain pipi 100mm dia 1.80 m long complete as per standard design.
69C/o brick masonry manhole with 2nd class bricks in cement morter 1:5 (1 cement:5 fine sand) RCC top slab with 1:2:4 mix (1 cement: 2Sand:4 stone aggts) single 20 mm nominal size). Foundation concrete 1:4:8) mix inside plastering 12 mm thick with ement morter 1:3 finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 neatly finished complete as per standard design.a) Inside size 90x80 cm and 45 deep includng CI cover with frame (light duty) 455X 610 mm internal dimension total weight of cover and frame to be not less than 38 kg (wt of cover and frame to be not lesss tha 38 kg, ( weight of cover 23 kg and weight of frame 15 kg).
70Loading and unloading of Boulder byMannual means
71Cost of Haulage excluding loading & unloadingii) Kutcha Track and Track in River bed/Nallah bed and choe bed.=2.0Km
72Loading and unloading of Cement & Steel byMannual means
73Loading and unloading ofBricks by Mannual means and Stacking.
74(i)Surface Road (25km)
75Cartage of Cement,Steel from silaphater to Site of work
76Surfaced Road = 54 km
77Bricks cartage -Surfaced Road = 54 km
78Table with door and one drawer Desk (48\\"x18\\") Brand Nilkamal
79Desk & Bench
80Black Board Please Enable Macros to View BoQ information

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