Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Eprocure
Opening Date19 Jul 2021
Closing Date28 Jul 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,88,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_APUDH_473_1Bid Award Id
ViewTender No
DUD/ArSULM-115/01Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
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.
80
-
-
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
49
-
-
Reinforced 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).
53
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
247
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
106
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
224
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
224
-
-
Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth.
843
-
-
b) Walls including attached buttresses, pilasters etc.
689
-
-
c) Columns, pillars and piers.
955
-
-
d) Beam
1264
-
-
e) RCC Slab
554
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
34419
-
-
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
478
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
1153
-
-
White washing with lime on new work (two or more coats) to give an even shade.
1153
-
-
Distempering (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
1153
-
-
Making 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).
152
-
-
Construction 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.
204
-
-
SH: SITE DEVELOPMENT: Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth from 300 mm to 600 mm
250
-
-
Clearing Grass and Removal of Rubbish
0.2
-
-
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
2405
-
-
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )
2061
-
-
BOUNDARY WALL WITH GATE::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 disposing of all surplus soil as directed within a lead of 50m.a) ordinary soil.
138
-
-
Providing 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.
39
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
209
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : 1 : 1.5: 3…….a) M-20 1:1.5:3(1 cement : 1.5 coarse sand : 3stone aggregate 20 mm nominal size).
66
-
-
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 a) M-20 1:1.5:3(1 cement : 1.5 coarse sand : 3stone aggregate 20 mm nominal size).
11
-
-
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 surfaca) M-20 1:1.5:3(1 cement : 1.5 coarse sand : 3stone aggregate 20 mm nominal size).
19
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :) Foundation, footings, bases of columns etc. and mass concrete.
22
-
-
b) Column, pillars, posts and struts etc.
43
-
-
c) Beam , lintel etc.
47
-
-
Reinforcement of RCC work including bending, binding and placing in position complete. COLD TWISTED BAR
3478
-
-
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
36
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
164
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
581
-
-
12 mm cement plaster 1 : 3 (1 Cement : 3 fine sand)
57
-
-
Providing and fixing MS barbed wire( Not less than 9.30kg/ 100mtr) - 4 row
131
-
-
Providing and fixing Angle iron post of size 50 x50 x 6mm with 45 "angle at top placed 3.00 mtr apart i/c making holes, fix barbed wire , priming coat etc complete [@ 2. 21 kg/ Mtr]
910
-
-
DUSTBINS 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
9
-
-
Providing 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.
2
-
-
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
7
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
3
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
3
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
14
-
-
b) Column, pillars, posts and struts etc.
12
-
-
c) Wall
102
-
-
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
30
-
-
Providing 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- Ornamental grill.
96
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
109
-
-
Making 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).
19
-
-
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.
68
-
-
Dry rubble Flooring
51
-
-
Providing 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.
45
-
-
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
45
-
-
Carrying charges of Sand, Shingles & Boulders from quarry to Work site by Mech. Means.
123
-
-
Carrying charges of Cement from Tinsukia to Work site (Jairampur ) by Mech. Means.
2
-
-
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