Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date7 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 21,61,739
Costs
EMD
₹ 44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation Of Water Transmission Arrangement From Existing Rcc Pipeline To Upvc Pipeline At Hamjanpur Dtw
Description
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Contact
Tender Id
2025_WRDD_795444_1Bid Award Id
ViewTender No
WRDD/ EE(AI)HGY / eNIT-24 /2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
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Documents
BOQ Items
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90° G.I. Bend both end flanged 150 mm dia. Marked IS 1239, Galv. IS 4736 1500 mm dia.
1
8175
8175
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60 degree bend,140mm Nominal Size (Class-II) (IS 10124 (part-9)/1988 with latest amendments)
9
647
5823
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Solvent Cement (IS 14182/ 1994 with latest amendments)
5
425
2125
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140mm dia class-I
1500
293
439500
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Equal Tee (IS 10124 (Part-5)/ 1988 with latest amendments)
200 mm Nominal Size Equal Tee (Class -II)
7
1482
10374
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Flanged tail piece with metalic flange class II IS 10124 (Part-5)/1988 with latest amendments. 200 mm Nominal Size (Class-II)
5
1326
6630
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Supply & Transport of Rubber Inserction 5 mm thick with proper reinforcement 2 Ply confirming to IS 638/79 with latest ammendments 200 mm Dia.
9
176
1584
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150 mm Nominal Size (PD) ISI marked Sluice Valve Pressure designation P.N. 1.6 with hand conforming to IS: 14846/2000 with Ammendment No-1&2 Components / Parts of Sluice Valves shall be manufactured from basic materials given in Table 1 of IS: 14846/2000 with Ammendment 1&2. The valves shall be tested for (Closed end test) against Hydrostatic test requirement.
4
9950
39800
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GST @18% on Item No. 1.01 to 1.23
462721.08
-
83289.79
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End Cap (IS 10124 (Part-4) /1988 with latest amendments)
200 mm Nominal Size (Class -III)
2
755
1510
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Labour Welfare Cess @1% on Item No. 1.01 to 1.23 including GST
546010.87
-
5460.11
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m. In Ground Floor
127.03
34
4319.02
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.a) Pakur Variety.( Rate Analysis attached) (For site 15 Km from Tarakesar Rail Yard)
2.04
5919
12076.17
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160 mm Nominal Size (Class-II)
15
670
10050
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160 mm x 140 mm Nominal Size (Class-II)
13
328
4264
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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.)
1353.75
66
89361.04
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90 degree bend,140mm Nominal Size (Class-II) (IS 10124 (part-8)/1988 with latest amendments)
20
647
12940
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(iii) 140 mm dia.
1550
10
15717
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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, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
7.92
95183
7538.49
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140 mm Nominal Size (Class -II) (Extra)
70
130
9100
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Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.
(i)(a) 150 mm. dia. ERW pipe.
12
134
1618.08
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
52.75
357
18831.75
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Supply of Compressed Asbestos Fibre jointing made from 5mm thick red jointing shet as per IS2712/1998 Grade W/FYSAXAM] 321 Gasket for raised surface of MS Flange as per IS 6392/71 500 dia.
3
1218
3654
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iii) M20X100mm
24
195
4680
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Coupler (IS 10124 (Part-1&2) /1988 with latest amendments)
200 mm Nominal Size (Class -II) (Extra)
20
301
6020
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UPVC pipe (class-I) IS 4985/2000 certification marked with latest amendments,ivory,grey colour both end plain,along with matching coupler / socket (class-2) duly IS 10124/1988 marked & required solvent cement duly IS 14182/1994 marked for each pipe. Length of each straight pipe 6 m with tollerence (+10 mm) 200mm dia class-I
800
605
484000
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UPVC pipe (class-II) IS 4985/2000 certification marked with latest amendments,ivory,grey colour both end plain,along with matching coupler / socket (class-2) duly IS 10124/1988 marked & required solvent cement duly IS 14182/1994 marked for each pipe. Length of each straight pipe 6 m with tollerence (+10 mm) 140mm dia class-II
18
490
8820
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Quadruped Set (For HDTW) (full set)
1
405000
405000
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Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge.
(ii) 200 mm dia.
825
10
8943
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iv) M16X80mm
20
195
3900
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Painting with ready mixed Black Japan of approved make and brand including smoothening surface (b) Two coats
28.38
56
1589.28
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C.I.. Alfa Alfa valve (nipple type) as per drawing with hand wheel, one wheel for four nos of valve. 150mm Nominal size (Type-C).
13
4435
57655
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes a) Pakur Variety. ( Rate Analysis attached) (For site 15 Km from Tarakesar Rail Yard)
4.75
5367
25495.63
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Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for HDTW I MIDI RLI Scheme.(Rate inclusive of transportation from departmental store to work sitej.
1
16622
16622.32
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Galv. M.S. flanged pipe 150mm dia. (4.80mm)
12
3800
45600
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Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
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Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. xxviii) 150mm. dia. C.I. sluice valve.
4
54
218.76
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
28.84
209
6027.56
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Bend 60 degree bend,200mm Nominal Size (Class-II) (IS 10124 (part-9)/1988 with latest amendments)
2
1776
3552
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Straight Reducer (IS 10124 (Part-3)/ 1988 with latest amendments) 200 mm x 140 mm Nominal Size (Class-II)
9
994
8946
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140 mm Nominal Size Equal Tee (Class -II)
13
712
9256
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
15.6
722
11263.2
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MS. Hexagonal Head Bolts & Nuts conforming to IS- 1363 ( Part-1) / 1992 of product Grade - C with latest amendments for bolt and IS1363(Part-3)/1992 of product Grade - C with latest amendments for nuts properties/class for bolt-4.6 and for nut-4.5.both bolt & nuts are to be duly ISI certification marked. i) M20 X80mm
20
195
3900
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth.
10.87
5292
57524.04
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Labour charges for fitting, fixing150 mm. Dia. Alfa-Alfa 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.
13
112
1458.73
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a) Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour including hiring and transport of suitable generator, pump, tools and plants, fuel and lubricants, installation of the pump, connecting the same with pipe line net work, making necessary electrical connection and dimantling all these after completion of test - all complete as per direction. i) For H.D.T.W.
1
5610
5610.55
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Foundation Bolt for Distribution Chamber (Quadruped & Tripod sets) manufactured from 20mm nominal diameter MS Rod as per IS-2062/1992.Total length of the the Bolt is 375 +/- 10mm having welded head 80+/- 10mm in length & 20mm in nominal diameter with nut & 20nos washer (As per Annexure-E) .The average weight of such Bolts to be 1.1 Kg per Bolt @+/- 10%.
24
125
3000
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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
1446.34
99
143202.12
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar.
(b) 20 mm thick plaster
127.03
166
21086.98
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140 mm Nominal Size (Class -III)
2
330
660
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For Water transmission Arrangement of RLI / Tube well 3% extra over the schedule rates,save & except for earth work in excavation & filling works, will be allowed for extra carriage by cart / boat / head load besides initial transport by truck etc. i.e 3% of Item No. 1.01 to 1.22 except Item no. 1.01 & 1.03
0.03
223454
6703.63
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iv) M16X65mm
25
195
4875
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