Department Of Hydro Power Development Tender
BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.
Department Of Hydro Power Development - HPDAP Tender
Eprocure
Opening Date28 Dec 2021
Closing Date10 Jan 2022
Tender AmountRefer Documents
Costs
EMD
₹ 1,07,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_HPDAP_568_1Tender No
BHPDII/Tender01/202122/405-415Tender Authority
Department Of Hydro Power Development ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Consolidating of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc with earth or quarry spoil etc and re-rolling the sub-grade
6500
-
-
Supplying and stacking of stone aggregate conforming to IRC Grade-I (90-45 mm) at site for soling. (Rate taken for a lead of 5 km from quarry site).
1170
-
-
Supplying and stacking of graded stone aggregate conforming to IRC Grade-II (63-45 mm) at site for soling. (Rate taken for a lead of 5 km from quarry site).
342
-
-
Supplying and stacking of graded stone aggregate conforming to IRC Grade-III (53-22.4 mm) at site for soling. (Rate taken for a lead of 5 km from quarry site).
342
-
-
Laying stone aggregate for sub-base, watering and consolidating with road roller 8-10 tonne, including spreading and consolidation of binding material, moorum or earth etc. (Payment to be made for quantity of stone aggregate used, excluding binding materials).
1125
-
-
Laying wearing course with stone aggregate including screening, sorting, spreading to template and consolidation with road roller 8-10 tonne, including spreading and consolidation of binding materials, (Payment to be made for quantity of stone aggregate used, excluding binding materials)
1125
-
-
(S.H.:- Power House)
-
-
-
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.
104.6
-
-
Providing 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 and shuttering in foundation and plinth.
-
-
-
a) Foundation and plinth
108.44
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the 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)
11.2
-
-
Reinforcement cement concrete works in lintels beams and bresumers upto floor two level including finishing and plastering and 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.
-
-
-
(a) 1 :1.5:3 (1 cement:1.5 coarse sand: 3 stone aggregate 20 mm nominal size)
27.07
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundaion & footiings, bases of columns etc., and mass concrete
34.4
-
-
b) Column, Pillars, posts and struts etc.
100.8
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
8102.8
-
-
(b) Mild Steel and Medium Steel bars :
2758.27
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
241.31
-
-
Half brick masonary(with best available local bricks) in cement mortar 1:4(1 cement:4 coarse sand) in foundation and plinth)
10.8
-
-
Extra for Half brick masonary in superstructure above plinth level and upto floor two level.
10.8
-
-
Cement 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
102
-
-
Providing corrugated G.I.sheet roofing fixed with galvanished 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.
-
-
-
a) 0.63 mm thick GI Sheet
217.8
-
-
Providing ridges or hips 60 cm overall in plain G.I.sheet fixed with galvanished iron J or L hooks, bolts and nuts 8 mm dia.,G.Iimpet and bitumen washers complete.
-
-
-
a) 0.63 mm thick GI Sheet
17.8
-
-
Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc., complete; excluding the cost of purlins, rafters and trusses.
264
-
-
Providing 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
2.4
-
-
Providing best available local wood (class-BII) work in frames of false ceiling, partitions and trusses etc., sawn and put up in position
36.08
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
-
-
-
a) 38 mm thick best available local wood class-BI
17
-
-
Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
40
-
-
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
-
-
-
a) Ornamental grill
720
-
-
15 mm cement plaster 1:3 (1 cement:3 fine sands) on the rough side of single or half brick wall.
45.23
-
-
12 mm cement plaster 1:3 (1 cement:3 fine sands)
480
-
-
White washing with whiting on new work (three or more coats) to give even shade.
308.55
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
101.78
-
-
(S.H.:- Machine Foundation)
-
-
-
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.
26.46
-
-
Providing 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 and shuttering in foundation and plinth.
-
-
-
a) Foundation and plinth
10.5
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:-
-
-
-
(a) 1 :11/2:3
28
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
11.2
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
3080
-
-
(S.H.:-Cartage of Construction materials)
-
-
-
Cartage by mechanical means for construction materials such as Cement,steel , sluice valve,sluice gate etc.
-
-
-
1) From Charduar to palizi
150
-
-
2)Palizi to Project Site ( kachcha road)
50
-
-
(SH :- Retaining walls at power House)
-
-
-
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.
40
-
-
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.
11.75
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone shingle 20 mm nominal size) at plinth level.
70
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
26.67
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements