Department Of Agriculture Tender
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Department Of Agriculture Tender
Civil And Construction
Excavation
Eprocure
Opening Date11 Jul 2024
Closing Date27 Jul 2024
Tender Amount₹ 3,42,541
Costs
EMD
₹ 6,851Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DOA_711069_4Bid Award Id
ViewTender No
01/PIA/WDC2/2.0/2024-25Tender Authority
Department Of Agriculture ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
d) Beyond 9 m. upto 12 metre below G.L.
1
2059
2059
Extra rock cutting over the corresponding rate for digging for the respective internal diameter of the well will be allowed on the different stage of depth. 5% extra for cutting moorum 0 m. to 3 m. below G.L. (Item No.- 1, NB (c,i) / Page No.- 255/ PWD SOR Vol-I w. e. f. 1.11.2017)
3
256
85.6
100 % extra inlaterite rock or sand stone cutting with chisel and jumpers, but not requring blasting. 3 m to 6 m below G.L.(Item No.- 1, NB (c,ii) / Page No.- 255 / PWD SOR Vol-I w. e. f. 1.11.2017)
3
5424
1808
300% extra for cutting rock in built up areas using chisel, jamper and manual labour A) 6 m upto 9 m below G.L
3
17487
5829
B) 9 m upto 12 m below G.L.
1
6177
6177
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
3.6
2062
572.55
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. A)Foundation-
9.14
2431
266
B) Outer portion of the well at Platform
16.01
4259
266
Hire and labour charges for shuttering with centreing and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a) 25 mm. to 30 mm. thick wooden Shuttering as per decision and direction of EIC.Beam at Bottom ,Beam at Middle,Outer portion of the well
15.23
4995
328
Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips(20mm & 10 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relavent IS codes. i) Pakur variety. A) Beam at bottom B)Beam At Middle
2.71
14228
5246.59
Ordinary Cement Concrete (mix 1:2:4)with graded stone chips(20mm & 10 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relavent IS codes. i) Pakur variety. Outer portion of the well (platform) ,Outer portion of the well (topping)
1.43
6690
4678.7
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing
and direction.
(i) Sail/ TATA/RINL
(Item No.- 40 / Page No.- 43/PWD )9th Corrigenda and Addenda w.e.f 1.11.2019
0.26
15410
60433
First class brick work for steining wall of well in cement mortar 1:4 below ground level including cutting bricks if required. Upto 3 m depth below G.L.
9.07
39495
4356
Beyond 3 m upto 6 m depth below G.L
9.07
39495
4356
Beyond 6 m upto 9 m depth below G.L
13.34
59443
4456
Beyond 9 m upto 12 m depth below G.L
2.81
12582
4481
Brick work with first class bricks in cement mortar (1 : 4) (a) In foundation and plinth. Above G.L.
3.02
13635
4512
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) .
2.87
1699
592
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/ staging where necessary ( ground floor) [ excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar, 20 mm thick. Outer portion of the well
84.84
14676
173
Neat cement punning about 1.5 mm thick wall, dado floor drain etc complete.In side-Out site, Outer portion of the well
84.84
2884
34
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Inside well from top to bottom = 40 Nos.
40
4600
115
Painting block letters or digits in Black Japan or any approved paint as per direction. (Item No.- 17 (a,d) / Page No.- 268 / PWD SOR Vol-I w. e. f. 1.11.2017)(b) Size above 2.5 cm. and upto 4 cm.
60
480
8
(d) Size above 5 cm. and upto 7.5 cm.
50
550
11
Add SGST @ 6%
1
25867
25867.39
Add CGST @ 6%
1
25867
25867.39
Add Labour Welfare Cess @ 1%
1
3391
3391.5
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