Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date1 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 19,94,436
Costs
EMD
₹ 40,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wridd/ Ee (a-i) /malda/ Enit- 11/2024-25 (sl. 01 To 06)
Description
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Contact
Tender Id
2024_WRDD_760898_1Bid Award Id
ViewTender No
WRIDD/ EE (A-I) /Malda/ eNIT- 11/2024-25 (Sl. 01 to 06)Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
200 mm dia PVC TEE class I as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-5/a]
10
14820
1482
140 mm dia PVC TEE class-I, as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-5/b]
10
7120
712
200 x 140 mm dia PVC reducer as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-4/a]
10
9940
994
160 x 140 mm dia PVC reducer as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-4/c]
15
4920
328
200 X 160 MM PVC REDUCERas per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-4/b]
3
2271
757
200 mm dia 90 degre bend. (SOR WRDD ch1 3.00 Rates of materials for programme 2022-2023 P-1, Item No- 3c).
2
3552
1776
140 mm dia 90 degre bend as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-3/e]
15
9705
647
200 mm dia 60 degre bend. (SOR WRDD ch1 3.00 Rates of materials for programme 2022-2023 P-1, Item No- 3b).
2
3552
1776
140 mm dia 60 degre bend. (SOR WRDD ch1 3.00 Rates of materials for programme 2022-2023 P-1, Item No- 3b).
4
2588
647
90 degree G.I Bend (both end flanged) -ISI marked-IS 1239, Galv- IS4736. a) 150 mm dia. (SOR WRDD ch)13.00 Rates of Materials for the Program 2021-2022 Item No-15a Page- 3)
2
16350
8175
160 mm dia FTP as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-2/c]
15
10050
670
150 mm dia MS Plate Flange (Approved rate by SE (A-I) dated 14.05.2020).
15
14610
974
SOLVENT CEMENT [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-8]
20
8500
425
C.I. Sluice Valve with hand wheel, 151marked,
15:14846. ) 150 rnrn dia. (SOR WRDD ch)13.00 Rates of Materials for the Program 2021-2022 Item No-18a) Page- 3)
4
39800
9950
Alfa Alfa Valve ( nipple type) with Hand wheel 01 no for 4 nos of valve 150 mm dia ( Type C) SOR WRDD ch13.00 Rates of materials for programme 2021-22 Item No-18a, page 4
12
53220
4435
150 mm dia Galv. MS Flanged Pipe ISI marked IS: 1239 (both end flanged). (SOR WRDD ch13.00 Rates of materials for programme 2021-22 Item No-13a, page 3)
9
34200
3800
Surge Tank. ( Department supply )
1
-
-
150mm dia MS Special Bend. ( Department supply )
3
-
-
CONSTRUCTION OF LAYING OF UPVC PIPE LINE:
Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete. [WRDD/P-14 of 60/item no. 1] i) For spout Chambers
17.59
1741
99.01
ii) For Pipe Trenches
1247.4
123505
99.01
Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. [WRDD/P-14 of 60/item no. 1(a)] ii) 200 mm.dia
810
8780
10.84
iii)140 mm. dia
1500
15210
10.14
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) [P.W.D schedule page No. 2 & item No.4[b].
16.82
11972
71181
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [PWD Page 14, Item No-1 & 3rd Corri Page 1 item no 1] ii) For spout Chamber
114.38
36828
322
Ordinary Cement concrete (mixed 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any , in ground floor as per relevent IS Codes. [Page- 26 , Item-10(i), of PWD SOR VOL-I & Page 12 Sl. No. 33 of 3rd Corrigenda.] b) Pakur Variety. [ Analysed Rate] ii) For spout chambers
11.2
65025
5805.89
Brick work with first class in cement mortar (1 : 6) (b) In Superstructure , ground floor. [PWD Schedule. [Page No -15 , Item No- 8(b) & Page 1 of 96, Sl. No. 4 of 3rd Corrigenda.]
12.66
64513
5095.88
Plaster (to wall, floor ceiling etc) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints e including throating, nosing and drip course, scalfolding/staging where as necessary at ground floor(excluding cost of chiping over concrete surface) (a) with (1:6) cement mortar C) 15 mm. thick plaster
149.53
20856
139.48
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc.
149.53
4892
32.72
Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)
1190.93
78612
66.01
Labour charges for fitting and fixing and laying,where necessary of following MS/ GI/ ERW pipes and accessaries ( all materials including pipes to be supplied departmentally of 150 mm. Dia G.I pipe both ends flanged) including transportation of the same cutting, threading, jointing etc. and making leak proof threaded/flange joints at site, by using socket/ rubber insertion, nuts and bolts etc mainting proper alignment and level all complete as per direction of EIC.
1(a) 150mm dia ERW/MS flange pipe for delivery .
9
1213
134.84
xxviii) 150 mm dia C.I. Sluice Valve
4
218
54.69
Labour charges for fitting, fixing 150 mm. Dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.
12
1346
112.21
Electric welding charges upto 8mm MS plate , MS channel etc and others member of the barge including hiring charges of all tools and plants . Welding of MS structural work with gas/electric (b) Continous welding [PWD(building) 2017 SOR Item no 2(b) P-111]
10
90
9
Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of ordinary cement concrete (1:2:4) with graded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concrete base including cost of allmaterials and labour and as per direction of Engineer-in-Charge.[WRDD Schedule page no.18 of 60 , item no 5]
1
2263
2263.08
Labour charges for fitting. fixing M.S. special bend with 160 mm X 200 mm. dia. P.V.C. reducer with the help of flanged tail-piece by joining P.V.C. end of tail-piece and 160 mm. end of reducer with coupler and flanged end of tail-piece and special bend with rubber insertion, nuts and bolts complete.
3
336
112.21
Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entire pipe line net work for atleast4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direction of Engineer -In -Charge.
ii) For HDTW
1
5610
5610.55
Unloading from truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2 capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/site as per direction including carriage by headload within lead of 50 metres
2310
1895
82.04
Loading to truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2 capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/site as per direction including carriage by headload within lead of 50 metres
2310
2352
101.84
Carriage of P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg 1 ern' capacity and average length of 6 metre kept in telescopic arrangement over Pucca I Kancha road for everv 100 m of such Dice uoto 100 kilometre Distance 5 Km
2310
952
8.25
Add GST @ 18% ON Pipe Lines. (Sl No- 22 to 42)
1
80679
80679.58
Add Cess @ CESS 1% (Sl No- 22 to 43)
1
5288
5288.99
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