Housing Urban and Rular Development Government Departments Closing in 0 days TDR #54181940

Construction Of Boundary Wall, Type-Ii Teacher Qtrs, Additional Class Rooms At Grs, Passa Camp.

Issued by Government Departments · Pakke Kessang, Arunachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Feb 2026
0 days left
EMD
1.21 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction of boundary Wall, Type-Ii Teacher Qtrs, Additional Class Rooms At Grs, Passa Camp.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 24-Feb-2026 Corrigendum BoQ Other 26-Feb-2026

BOQ

Name of Work:C/o Boundary Wall, Type-II Teacher Qtrs, Additional Class Rooms at GRS, Passa Camp.
Sl. No. Item Description
1(SH: C/o 2 Classroom)
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, intoplinth, 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, consolidating and dressing complete.
5Providing 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:a) Foundations and plinth
6Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size).
7Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
8Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
9Reinforcement 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).
10Reinforced 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).
11Reinforced 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 withM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
12Reinforced 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 aggregate 20 mm nominal size).
13Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
14b) Column, pillars, posts and struts etc.
15c) Lintels, beams, girders, bressumers and cantilevers etc.
16d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
17Reinforcement of RCC work including bending, binding and placing in position complete.a) TMT
18Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
19Half brick masonry with best available local bricks in cement mortar 1:4 (1 cement:4 coarse sand) in foundation and plinth
20Providing 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.
21Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.a) a) a) 38mm thick best available local wood class - B I
22Providing and fixing best available local wood glazed shutters for doors, windows and clerestory window using 7.5 kg/Sq.m. (3 mm thick glass panes) including black enamelled MS butt hinges with necessary screws.b) 30 mm thick
23Providing and fixing 38 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminum butt hinges with necessary screws.a) Best available local wood class B-I
24Providing 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).
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 screwsa) Plain grill..
26Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete.a) 300 x 16 mm
27Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 250 x 10 mm
28b) 150 x 10 mm
29Providing and fixing MS door latch with necessary screws etc complete.b) 250 x 20 x 6 mm
30Providing and fixing MS handles with necessary screws etc complete.b) 100 mm
31c) 75 mm
32Providing and fixing MS Hooks and Eyes.d) 150 mm
33Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete.a) Timber class - B I
34Providing 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.
35Cement 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
36Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor.a) 18 mm thick
37Extra for providing and fixing glass strips in joints offloor.a) 40 mm wide and 4 mm thick
38Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown or/and residual bitumen applied hot @ 1.45 Kg. per Sq.m. of area for each courses, second course of roofing felt type-3 grade-I (hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per sqm. including preparation of surface excluding grading complete.
39Providing and fixing on wall face 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
40Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement: 2 fine sand).(A) CI Plain benda) 100 mm diameter
4112 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
4215 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
43Finishing 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.
44Applying one coat of cement primer of approved brand and manufacture on wall surface.
45Distempering (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.
46Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
47Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
48Painting 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.
49Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
50Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
51Construction 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.
52Providing 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
53SH: Boundary Wall
54Earth work in excavation in foundation and trenches in soils containing 50% ormore 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.
55Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
56Reinforcement cement concrete work in columns, pillars,piers,abutments, post and struts etc 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 exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
57Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar1:3 (1cement:3finesand) of thickness not exceeding 6mm 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).
58Centring and shuttering including strutting, propping etc and removal of form work for a) Lintels, beams, girders, bressumers and cantilevers etc.
59b) Column, pillars, posts and struts etc.
60Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
61Brick work with best available local bricks in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine sand).
62Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
6312 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
64Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade
65SH: Site Development
66Clearing and Grubbing Road Land .(Clearing and grubbing road land including up rooting rank vegetation,grass,bushes,shrubs,saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceablematerials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)By Mannual Means (In area of light jungles)
67Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
68SH: Type-II Single Unit at Seijosa
69SH: EARTHWORK
70Earth 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, intoplinth, 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.
71Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
72Filling in plinth with sand under floor including watering, ramming, consolidation and dressing complete.
73SH: CEMENT CONCRETE WORK
74Providing 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.
75Providing 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:a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
76Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size).
77SH: RCC WORK
78Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :1 :1.5 :3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
79Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 2 : 4( 1 cement:2 coarse sand : 4 stone aggregate 20 mm nominal size).
80Reinforcement 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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
81Reinforced 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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
82Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
83b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
84c) Lintels, beams, girders, bressumers and cantilevers etc.
85d) Column, pillars, posts and struts etc.
86e) Suspended floor, chajja, cantiliver
87Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar /TMT Steel.
88SH: BRICKWORK
89Brick work with best available local bricks in foundation and plinth in cement mortar 1:5 (1 Cement : 5 fine sand)
90Extra for brick work with best available local bricks in superstructure above plinth upto floor two level.
91Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
92Extra for half brick masonary in superstructure above floor two level.
93SH: WOOD WORK
94Providing 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.
95Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
96Providing 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
97Providing and fixing 30 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 85G with wire of dia 0.56 mm for doors, windows and clerestory windows including iron butt hinges with necessary screws.
98Providing 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).
99Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
100Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete.Timber class - A IV
101Providing 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
102Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc completea) 300 x 16 mm
103Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 200x10mm
104b) 150x10mm
105Providing and fixing MS handles with necessary screws etc complete.a) 125mm
106b) 100mm
107Providing and fixing MS Hooks and Eyes. (200MM)
108SH: STEEL WORK
109Providing 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.
110Steel 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 (welding to be paid separately).
111SH: FLOORING WORK
112Cement 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) 40mm thick
113Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor.18 mm thick
114White glazed tiles/colour 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
115Providing 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., completeb) Size of Tile 600x600 mm
116Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps,over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coars esand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm
117SH: ROOFING WORK
118Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope building product) shee troofing 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.Details of cost for179.655Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as per manufacturer\"s specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqm
119Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges 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.Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer\"s specification, effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m
120Providing 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).
121Providing 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.
122Extra for making chamfered edges of beading.
123Providing and fixing on wall face asbestos cement rain water pipe including jointingwith spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).a) 100 mm diameter pipe
124Providing and fixing on wall face asbestos cement fittings for rain water pipe including jointingwith spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand). Plain benda) 100 mm diameter pipe
125SH: FINISHING
12612 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
12715 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
1286 mm cement plaster to ceiling 1 : 4 (1 cement : 4 fine sand).
129Applying one coat of cement primer of approved brand and manufacture on wall surface.
130Interior Walls : Applying one coat of wall putty of approved brand and manufacture on wall surface.
131Distempering (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.
132Exterior Walls : Finishing 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.
133Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
134Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
135Painting 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.
136Painting 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.
137SH: MISCELLANEOUS
138Making 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.
139SH: DRAIN
140Construction 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.
141Providing laying and jointing glazed stone ware/PVC 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/PVC pipes
142Providing laying and jointing glazed stone ware/PVC 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/PVC pipes
143Constructing 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.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)
144Making 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
145SH: WATER SUPPLY
146Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore
147Providing and fixing brass bib cock of approved quality.a)15 mm nominal bore
148Providing and fixing brass stop cock of approved qualitya) 15 mm nominal bore
149Providing and fixing PVC connection pipe with brass unionB) 45 cm lengtha) 15 mm nominal bore
150SH: SANITARY WORKS
151Providing 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.a) a) Long Pan Pattern WC Pan
152SH: TOILET REQUISITES
153Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipesa) 100 mm dia
154b) 50 mm dia
155SH: SEPTIC TANK
156Earth 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, intoplinth, 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.
157Providing 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.
158Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
159Providing and laying cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Foundation
160Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar / TMT Bars
161Centring and shuttering including strutting, propping etc and removal of form work for :a) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
162Reinforced 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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
16312 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
164Neat cement punning.
165Man Hole
166Soak Pit
167Stone ware pipe 100mm dia
168CC around SW pipe 100 mm dia
169SH: FURNITURE
170Wooden Cot
171Wooden Writing Table
172Wooden Armed Chair
173Plastic Chair
174Almirah

AI Tender Summary

OUR REF NO 54181940
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 26-02-2026
Authority
Authority Name Public Works Department
Work Description Construction of boundary Wall, Type-Ii Teacher Qtrs, Additional Class Rooms At Grs, Passa Camp.
Basic Detail
Tender No PKD/PSD/N IT/BA/2025- 26/03
Bidding Type Tender
Location
City Pakke Kessang
State Arunachal Pradesh
Key Dates
Publish Date 24 Feb 2026
Submission Date 26 Feb 2026
Open Date 01 Jan 0001
Finance
Tender Value Ref. Documents
Tender Fee 2000
EMD 1.21 Lakhs
Exemption Not Available
Document List
26f9c77a-0b19-4e8f-bf14-6b237b681644.html
BOQ_3168.xls
NIET_PASSA.pdf
Tendernotice_1.pdf

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Tender Timeline

Feb 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 26, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Feb 26, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed

Tender Documents

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Tendernotice_1.pdf

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